No. ,"Author, Specimen ID ",Comments ,Cross-section,Test Type and Configuration,Sustained Loading (% Ultimate),Width (mm),Depth (mm),Length (mm),Test Length (mm),Side Cover to Ctr of Tension Bar (mm),Bottom Cover to Ctr of Tension Bar (mm),Top Cover to Ctr of Compression Bar (mm),Reinforcement Design ,# Tensile Bars,"Diameter Tensile Bars, db,t (mm)","Tension Reinforcement Ratio, pten (%)",# Compression Bars,"Diameter Comp Bars, db,c (mm)",Longitudinal Bar Type,Tension Bar End Anchorage,Lsplice (mm),"fy Longitudinal Bars (Tensile), (MPa) ","fsu Long Bars, (MPa)","Comp Reinforcement Ratio, pcom (%)",# Stirrup Legs,Stirrup Bar Type,"Stirrup Spacing, s (mm) ","Stirrup Diameter, ds (mm)","fy,s Stirrup Bars","Stirrup Volumetric Ratio, ρs",Cement Type,W/C Ratio,Max Aggregate Size (mm),Comp. Test Method,f'c (MPa) ,Corrosion Method,Cathode Type,"Corrosion Zone Length, Lc (mm)","Corrosion Current Density, Icorr (μA/cm2)","Duration, (days)",Solution Concetration (% NaCl),Immersion Depth (mm),Wet/Dry Cyclic Ratio (days),"Mass Loss (Tensile bars), ηm (%)","Average Sample Length, (mm)","Corrosion Penetration Depth, Xaver (mm)","Shear Span, x (mm)",Py (kN),Pmax (kN),"Mmax,exp (kNm)","Residual Capacity, R (%)",MACI (kNm),"Mmax,exp/ MACI (%)",Δy (mm),Δult (mm),"Elastic Stiffness, k (kN/mm)","Displacement Ductility, μΔ",Failure Mode,Extra Notes,,,,,,,,,,,,,,,,,,,,
1,"Al-Sulaimani et al. (1990), IV #1",Control,S,SS_FPB_MONO,0,150,150,1000,900,75,35,15,T_C,1,12,0.503,2,10,D,S,0,450.00,650.00,0.698,2,P,50,6,275.0,0.754,OPC,0.45,,Cube,40.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,300,,47.00,7.05,99.79,5.62,125.45,,,,,Flexural-bending (ductile),"Concrete compressive strengths averaged. Yield load, yield displacement and ultimate displacement not reported.",,,,,,,,,,,,,,,,,,,,
2,"Al-Sulaimani et al. (1990), IV #2",Control,S,SS_FPB_MONO,0,150,150,1000,900,75,35,15,T_C,1,12,0.503,2,10,D,S,0,450.00,650.00,0.698,2,P,50,6,275.0,0.754,OPC,0.45,,Cube,40.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,300,,47.20,7.08,100.21,5.62,125.99,,,,,Flexural-bending (ductile),"Concrete compressive strengths averaged. Yield load, yield displacement and ultimate displacement not reported.",,,,,,,,,,,,,,,,,,,,
3,"Al-Sulaimani et al. (1990), IV #3",Bottom tensile bar isolated from rest of reinforcement for independent corrosion,S,SS_FPB_MONO,0,150,150,1000,900,75,35,15,T_C,1,12,0.503,2,10,D,S,0,450.00,650.00,0.698,2,P,50,6,275.0,0.754,OPC,0.45,,Cube,40.0,IC,Control,0,0.0,0.0,3.5,0,N/A,0.00,0,0.000,300,26.44,47.00,7.05,99.79,5.62,125.45,2.19,10.53,12.07,4.81,Flexural-bending (ductile),Solution concentration assumed as standard sea water 3.5%. Concrete compressive strengths averaged.,,,,,,,,,,,,,,,,,,,,
4,"Al-Sulaimani et al. (1990), IV #4",Bottom tensile bar isolated from rest of reinforcement for independent corrosion,S,SS_FPB_MONO,0,150,150,1000,900,75,35,15,T_C,1,12,0.503,2,10,D,S,0,444.07,642.51,0.698,2,P,50,6,275.0,0.754,OPC,0.45,,Cube,40.0,IC,External stainless steel plate,1000,2000.0,0.5,3.5,150,N/A,0.72,1000,0.022,300,,47.30,7.10,100.42,5.62,126.25,,,,,Flexural-bending (ductile),"Solution concentration assumed as standard sea water 3.5%. Concrete compressive strengths averaged. Yield load, yield displacement and ultimate displacement not reported.",,,,,,,,,,,,,,,,,,,,
5,"Al-Sulaimani et al. (1990), IV #5",Bottom tensile bar isolated from rest of reinforcement for independent corrosion,S,SS_FPB_MONO,0,150,150,1000,900,75,35,15,T_C,1,12,0.503,2,10,D,S,0,437.65,634.40,0.698,2,P,50,6,275.0,0.754,OPC,0.45,,Cube,40.0,IC,External stainless steel plate,1000,2000.0,0.8,3.5,150,N/A,1.50,1000,0.045,300,,46.80,7.02,99.36,5.62,124.92,,,,,Flexural-bending (ductile),"Solution concentration assumed as standard sea water 3.5%. Concrete compressive strengths averaged. Yield load, yield displacement and ultimate displacement not reported.",,,,,,,,,,,,,,,,,,,,
6,"Al-Sulaimani et al. (1990), IV #6",Bottom tensile bar isolated from rest of reinforcement for independent corrosion,S,SS_FPB_MONO,0,150,150,1000,900,75,35,15,T_C,1,12,0.503,2,10,D,S,0,435.59,631.80,0.698,2,P,50,6,275.0,0.754,OPC,0.45,,Cube,40.0,IC,External stainless steel plate,1000,2000.0,0.8,3.5,150,N/A,1.75,1000,0.053,300,,46.10,6.92,97.88,5.62,123.05,,,,,Flexural-bending (ductile),"Solution concentration assumed as standard sea water 3.5%. Concrete compressive strengths averaged. Yield load, yield displacement and ultimate displacement not reported.",,,,,,,,,,,,,,,,,,,,
7,"Al-Sulaimani et al. (1990), IV #7",Bottom tensile bar isolated from rest of reinforcement for independent corrosion,S,SS_FPB_MONO,0,150,150,1000,900,75,35,15,T_C,1,12,0.503,2,10,D,S,0,434.68,630.66,0.698,2,P,50,6,275.0,0.754,OPC,0.45,,Cube,40.0,IC,External stainless steel plate,1000,2000.0,1.0,3.5,150,N/A,1.86,1000,0.056,300,,46.30,6.95,98.30,5.62,123.58,,,,,Flexural-bending (ductile),"Solution concentration assumed as standard sea water 3.5%. Concrete compressive strengths averaged. Yield load, yield displacement and ultimate displacement not reported.",,,,,,,,,,,,,,,,,,,,
8,"Al-Sulaimani et al. (1990), IV #8",Bottom tensile bar isolated from rest of reinforcement for independent corrosion,S,SS_FPB_MONO,0,150,150,1000,900,75,35,15,T_C,1,12,0.503,2,10,D,S,0,433.86,629.62,0.698,2,P,50,6,275.0,0.754,OPC,0.45,,Cube,40.0,IC,External stainless steel plate,1000,2000.0,1.0,3.5,150,N/A,1.96,1000,0.059,300,,45.60,6.84,96.82,5.62,121.71,,,,,Flexural-bending (ductile),"Solution concentration assumed as standard sea water 3.5%. Concrete compressive strengths averaged. Yield load, yield displacement and ultimate displacement not reported.",,,,,,,,,,,,,,,,,,,,
9,"Al-Sulaimani et al. (1990), IV #9",Bottom tensile bar isolated from rest of reinforcement for independent corrosion,S,SS_FPB_MONO,0,150,150,1000,900,75,35,15,T_C,1,12,0.503,2,10,D,S,0,427.35,621.40,0.698,2,P,50,6,275.0,0.754,OPC,0.45,,Cube,40.0,IC,External stainless steel plate,1000,2000.0,1.8,3.5,150,N/A,2.75,1000,0.083,300,,44.00,6.60,93.42,5.62,117.44,,,,,Flexural-bending (ductile),"Solution concentration assumed as standard sea water 3.5%. Concrete compressive strengths averaged. Yield load, yield displacement and ultimate displacement not reported.",,,,,,,,,,,,,,,,,,,,
10,"Al-Sulaimani et al. (1990), IV #10",Bottom tensile bar isolated from rest of reinforcement for independent corrosion,S,SS_FPB_MONO,0,150,150,1000,900,75,35,15,T_C,1,12,0.503,2,10,D,S,0,419.12,611.00,0.698,2,P,50,6,275.0,0.754,OPC,0.45,,Cube,40.0,IC,External stainless steel plate,1000,2000.0,2.3,3.5,150,N/A,3.75,1000,0.113,300,,42.10,6.32,89.38,5.62,112.37,,,,,Flexural-bending (ductile),"Solution concentration assumed as standard sea water 3.5%. Concrete compressive strengths averaged. Yield load, yield displacement and ultimate displacement not reported.",,,,,,,,,,,,,,,,,,,,
11,"Al-Sulaimani et al. (1990), IV #11",Bottom tensile bar isolated from rest of reinforcement for independent corrosion,S,SS_FPB_MONO,0,150,150,1000,900,75,35,15,T_C,1,12,0.503,2,10,D,S,0,417.97,609.54,0.698,2,P,50,6,275.0,0.754,OPC,0.45,,Cube,40.0,IC,External stainless steel plate,1000,2000.0,2.3,3.5,150,N/A,3.89,1000,0.117,300,,42.50,6.38,90.23,5.62,113.44,,,,,Flexural-bending (ductile),"Solution concentration assumed as standard sea water 3.5%. Concrete compressive strengths averaged. Yield load, yield displacement and ultimate displacement not reported.",,,,,,,,,,,,,,,,,,,,
12,"Al-Sulaimani et al. (1990), IV #12",Bottom tensile bar isolated from rest of reinforcement for independent corrosion,S,SS_FPB_MONO,0,150,150,1000,900,75,35,15,T_C,1,12,0.503,2,10,D,S,0,416.24,607.36,0.698,2,P,50,6,275.0,0.754,OPC,0.45,,Cube,40.0,IC,External stainless steel plate,1000,2000.0,2.0,3.5,150,N/A,4.10,1000,0.123,300,24.86,42.20,6.33,89.60,5.62,112.64,2.13,9.83,11.67,4.62,Flexural-bending (ductile), Solution concentration assumed as standard sea water 3.5%. Concrete compressive strengths averaged.,,,,,,,,,,,,,,,,,,,,
13,"Rodriguez et al. (1997), Beam No. 111C",Control,R,SS_FPB_MONO,0,150,200,2300,2000,31,31,25,T_C,2,10,0.524,2,8,D,S,0,575.00,655.00,0.335,2,P,170,6,626.0,0.222,PCT2,0.5,12,Cube,50.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,800,,37.75,15.10,98.05,14.70,102.72,,,,,Flexural-bending (ductile),"Compressive strength measured at date of testing then averaged per beam type.  Yield load, yield displacement and ultimate displacement not reported.",,,,,,,,,,,,,,,,,,,,
14,"Rodriguez et al. (1997), Beam No. 112C",Control,R,SS_FPB_MONO,0,150,200,2300,2000,31,31,25,T_C,2,10,0.524,2,8,D,S,0,575.00,655.00,0.335,2,P,170,6,626.0,0.222,PCT2,0.5,12,Cube,50.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,800,,39.25,15.70,101.95,14.70,106.80,,,,,Flexural-bending (ductile),"Compressive strength measured at date of testing then averaged per beam type.  Yield load, yield displacement and ultimate displacement not reported.",,,,,,,,,,,,,,,,,,,,
15,"Rodriguez et al. (1997), Beam No. 113",Only tensile bars corroded.,R,SS_FPB_MONO,0,150,200,2300,2000,31,31,25,T_C,2,10,0.524,2,8,D,S,0,378.86,459.66,0.335,2,P,170,6,626.0,0.222,PCT2,0.5,12,Cube,34.0,IC,External stainless steel bars,2300,100.0,101.0,3,200,N/A,18.64,400,0.466,800,,25.25,10.10,65.58,14.32,70.54,,,,,Flexural-bending (brittle),"Compressive strength measured at date of testing then averaged per beam type. Calcium chloride salt (3% by mass) cast in mix in place of water then continuously sprayed with water system. Corrosion damage presented as corrosion penetration (reduction of bar radius in mm) - converted to mass loss percentage based on normal density carbon steel. Yield load, yield displacement and ultimate displacement not reported.",,,,,,,,,,,,,,,,,,,,
16,"Rodriguez et al. (1997), Beam No. 114",Only tensile bars corroded.,R,SS_FPB_MONO,0,150,200,2300,2000,31,31,25,T_C,2,10,0.524,2,8,D,S,0,394.12,474.85,0.335,2,P,170,6,626.0,0.222,PCT2,0.5,12,Cube,34.0,IC,External stainless steel bars,2300,100.0,117.0,3,200,N/A,17.19,400,0.430,800,,26.25,10.50,68.18,14.32,73.34,,,,,Flexural-bending (ductile),"Compressive strength measured at date of testing then averaged per beam type. Calcium chloride salt (3% by mass) cast in mix in place of water then continuously sprayed with water system. Corrosion damage presented as corrosion penetration (reduction of bar radius in mm) - converted to mass loss percentage based on normal density carbon steel. Yield load, yield displacement and ultimate displacement not reported.",,,,,,,,,,,,,,,,,,,,
17,"Rodriguez et al. (1997), Beam No. 115",Only tensile bars corroded.,R,SS_FPB_MONO,0,150,200,2300,2000,31,31,25,T_C,2,10,0.524,2,8,D,S,0,428.93,509.52,0.335,2,P,170,6,626.0,0.222,PCT2,0.5,12,Cube,34.0,IC,External stainless steel bars,2300,100.0,160.0,3,200,N/A,13.88,400,0.347,800,,29.00,11.60,75.32,14.32,81.02,,,,,Flexural-bending (ductile),"Compressive strength measured at date of testing then averaged per beam type. Calcium chloride salt (3% by mass) cast in mix in place of water then continuously sprayed with water system. Corrosion damage presented as corrosion penetration (reduction of bar radius in mm) - converted to mass loss percentage based on normal density carbon steel. Yield load, yield displacement and ultimate displacement not reported.",,,,,,,,,,,,,,,,,,,,
18,"Rodriguez et al. (1997), Beam No. 116",Only tensile bars corroded.,R,SS_FPB_MONO,0,150,200,2300,2000,31,31,25,T_C,2,10,0.524,2,8,D,S,0,297.38,378.50,0.335,2,P,170,6,626.0,0.222,PCT2,0.5,12,Cube,34.0,IC,External stainless steel bars,2300,100.0,190.0,3,200,N/A,26.38,400,0.660,800,,21.50,8.60,55.84,14.32,60.07,,,,,Flexural-bending (brittle),"Compressive strength measured at date of testing then averaged per beam type. Calcium chloride salt (3% by mass) cast in mix in place of water then continuously sprayed with water system. Corrosion damage presented as corrosion penetration (reduction of bar radius in mm) - converted to mass loss percentage based on normal density carbon steel. Yield load, yield displacement and ultimate displacement not reported.",,,,,,,,,,,,,,,,,,,,
19,"Rodriguez et al. (1997), Beam No. 121C",Control,R,SS_FPB_MONO,0,150,200,2300,2000,32,32,25,T_C,4,12,1.508,2,8,D,S,0,585.00,673.00,0.335,2,P,170,6,626.0,0.222,PCT2,0.5,12,Cube,48.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,800,,90.25,36.10,97.04,39.24,91.99,,,,,Flexural-bending (ductile),"Compressive strength measured at date of testing then averaged per beam type.  Yield load, yield displacement and ultimate displacement not reported.",,,,,,,,,,,,,,,,,,,,
20,"Rodriguez et al. (1997), Beam No. 122C",Control,R,SS_FPB_MONO,0,150,200,2300,2000,32,32,25,T_C,4,12,1.508,2,8,D,S,0,585.00,673.00,0.335,2,P,170,6,626.0,0.222,PCT2,0.5,12,Cube,48.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,800,,95.75,38.30,102.96,39.24,97.59,,,,,Flexural-bending (ductile),"Compressive strength measured at date of testing then averaged per beam type.  Yield load, yield displacement and ultimate displacement not reported.",,,,,,,,,,,,,,,,,,,,
21,"Rodriguez et al. (1997), Beam No. 126",All longitudinal and shear reinforcement corroded.,R,SS_FPB_MONO,0,150,200,2300,2000,32,32,25,T_C,4,12,1.508,2,8,D,S,0,473.85,561.20,0.335,2,P,170,6,626.0,0.222,PCT2,0.5,12,Cube,35.0,IC,External stainless steel bars,2300,100.0,175.0,3,200,N/A,10.38,400,0.311,800,,72.50,29.00,77.96,37.72,76.87,,,,,Flexural-bending (ductile),"Compressive strength measured at date of testing then averaged per beam type. Calcium chloride salt (3% by mass) cast in mix in place of water then continuously sprayed with water system. Corrosion damage presented as corrosion penetration (reduction of bar radius in mm) - converted to mass loss percentage based on normal density carbon steel. Yield load, yield displacement and ultimate displacement not reported.",,,,,,,,,,,,,,,,,,,,
22,"Rodriguez et al. (1997), Beam No. 311C",Control,R,SS_FPB_MONO,0,150,200,2300,2000,32,32,25,T_C,4,12,1.508,4,8,D,S,0,585.00,673.00,0.670,2,P,85,6,626.0,0.444,PCT2,0.5,12,Cube,49.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,800,,95.25,38.10,99.09,39.59,96.24,,,,,Flexural-bending (ductile),"Compressive strength measured at date of testing then averaged per beam type.  Yield load, yield displacement and ultimate displacement not reported.",,,,,,,,,,,,,,,,,,,,
23,"Rodriguez et al. (1997), Beam No. 312C",Control,R,SS_FPB_MONO,0,150,200,2300,2000,32,32,25,T_C,4,12,1.508,4,8,D,S,0,585.00,673.00,0.670,2,P,85,6,626.0,0.444,PCT2,0.5,12,Cube,49.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,800,,97.00,38.80,100.91,39.59,98.01,,,,,Flexural-bending (ductile),"Compressive strength measured at date of testing then averaged per beam type.  Yield load, yield displacement and ultimate displacement not reported.",,,,,,,,,,,,,,,,,,,,
24,"Rodriguez et al. (1997), Beam No. 313",All longitudinal and shear reinforcement corroded.,R,SS_FPB_MONO,0,150,200,2300,2000,32,32,25,T_C,4,12,1.508,4,8,D,S,0,480.62,568.01,0.670,2,P,85,6,626.0,0.444,PCT2,0.5,12,Cube,37.0,IC,External stainless steel bars,2300,100.0,111.0,3,200,N/A,9.75,400,0.293,800,,70.50,28.20,73.34,38.61,73.04,,,,,Flexural-bending (ductile),"Compressive strength measured at date of testing then averaged per beam type. Calcium chloride salt (3% by mass) cast in mix in place of water then continuously sprayed with water system. Corrosion damage presented as corrosion penetration (reduction of bar radius in mm) - converted to mass loss percentage based on normal density carbon steel. Yield load, yield displacement and ultimate displacement not reported.",,,,,,,,,,,,,,,,,,,,
25,"Rodriguez et al. (1997), Beam No. 314",All longitudinal and shear reinforcement corroded.,R,SS_FPB_MONO,0,150,200,2300,2000,32,32,25,T_C,4,12,1.508,4,8,D,S,0,420.56,507.60,0.670,2,P,85,6,626.0,0.444,PCT2,0.5,12,Cube,37.0,IC,External stainless steel bars,2300,100.0,128.0,3,200,N/A,15.36,400,0.461,800,,71.25,28.50,74.12,38.61,73.81,,,,,Flexural-bending (ductile),"Compressive strength measured at date of testing then averaged per beam type. Calcium chloride salt (3% by mass) cast in mix in place of water then continuously sprayed with water system. Corrosion damage presented as corrosion penetration (reduction of bar radius in mm) - converted to mass loss percentage based on normal density carbon steel. Yield load, yield displacement and ultimate displacement not reported.",,,,,,,,,,,,,,,,,,,,
26,"Rodriguez et al. (1997), Beam No. 316",All longitudinal and shear reinforcement corroded.,R,SS_FPB_MONO,0,150,200,2300,2000,32,32,25,T_C,4,12,1.508,4,8,D,S,0,440.37,527.52,0.670,2,P,85,6,626.0,0.444,PCT2,0.5,12,Cube,37.0,IC,External stainless steel bars,2300,100.0,190.0,3,200,N/A,13.51,400,0.405,800,,68.75,27.50,71.52,38.61,71.22,,,,,Flexural-bending (ductile),"Compressive strength measured at date of testing then averaged per beam type. Calcium chloride salt (3% by mass) cast in mix in place of water then continuously sprayed with water system. Corrosion damage presented as corrosion penetration (reduction of bar radius in mm) - converted to mass loss percentage based on normal density carbon steel. Yield load, yield displacement and ultimate displacement not reported.",,,,,,,,,,,,,,,,,,,,
27,"Lee et al. (1999), BS",Control.,R,SS_FPB_MONO,0,200,250,2400,2000,30,30,30,T_C,3,13,0.796,3,13,D,H-90,0,343.00,477.00,0.796,2,D,100,6,226.0,0.283,OPC,0.65,,Cylinder,39.2,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,750,75.70,89.60,33.60,100.00,28.73,116.93,4.09,86.70,18.51,21.20,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
28,"Lee et al. (1999), BCD1-0",NaCl combined with concrete mixture.,R,SS_FPB_MONO,0,200,250,2400,2000,30,30,30,T_C,3,13,0.796,3,13,D,H-90,0,319.15,448.00,0.796,2,D,100,6,226.0,0.283,OPC,0.65,,Cylinder,39.2,IC,External copper plate,2400,1000.0,5.0,3.5,100,N/A,3.80,500,0.124,750,70.10,85.30,31.99,95.20,28.73,111.32,4.10,82.40,17.10,20.10,Flexural-bending (ductile),May have some bond-slip influences. 1.0 A current impressed - density and duration back calculated.,,,,,,,,,,,,,,,,,,,,
29,"Lee et al. (1999), BCD2-0",NaCl combined with concrete mixture.,R,SS_FPB_MONO,0,200,250,2400,2000,30,30,30,T_C,3,13,0.796,3,13,D,H-90,0,293.41,416.71,0.796,2,D,100,6,226.0,0.283,OPC,0.65,,Cylinder,39.2,IC,External copper plate,2400,1000.0,10.0,3.5,100,N/A,7.90,500,0.257,750,71.00,79.00,29.63,88.17,28.73,103.10,3.61,61.10,19.67,16.93,Flexural-bending (ductile),May have some bond-slip influences. 1.0 A current impressed - density and duration back calculated.,,,,,,,,,,,,,,,,,,,,
30,"Lee et al. (1999), BCD3-0",NaCl combined with concrete mixture.,R,SS_FPB_MONO,0,200,250,2400,2000,30,30,30,T_C,3,13,0.796,3,13,D,H-90,0,184.19,283.91,0.796,2,D,100,6,226.0,0.283,OPC,0.65,,Cylinder,39.2,IC,External copper plate,2400,1000.0,25.0,3.5,100,N/A,25.30,500,0.822,750,51.60,67.60,25.35,75.45,28.73,88.22,3.11,51.10,16.59,16.43,Flexural-bond,1.0 A current impressed - density and duration back calculated.,,,,,,,,,,,,,,,,,,,,
31,"Mangat and Elgarf (1999a), G1C_1",Control,R,SS_FPB_MONO,0,100,150,910,860,25,25,25,T_C,2,10,1.047,2,6,D,H-90,0,520.00,598.00,0.377,2,D,70,6,370.0,0.808,OPC,0.53,10,Cube,40.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,290,57.20,69.10,10.02,100.00,9.22,108.67,2.90,13.60,19.72,4.69,Flexural-bending (ductile),NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Concrete compressive strengths based on target not actual.,,,,,,,,,,,,,,,,,,,,
32,"Mangat and Elgarf (1999a), G1C_2",Control,R,SS_FPB_MONO,0,100,150,910,860,25,25,25,T_C,2,10,1.047,2,6,D,H-90,0,520.00,598.00,0.377,2,D,70,6,370.0,0.808,OPC,0.53,10,Cube,40.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,290,57.20,69.10,10.02,100.00,9.22,108.67,2.90,13.60,19.72,4.69,Flexural-bending (ductile),NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Concrete compressive strengths based on target not actual.,,,,,,,,,,,,,,,,,,,,
33,"Mangat and Elgarf (1999a), G2C_1",Control,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,520.00,598.00,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,290,53.40,65.30,9.47,100.00,9.23,102.59,2.60,12.40,20.54,4.77,Flexural-bending (ductile),NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Concrete compressive strengths based on target not actual.,,,,,,,,,,,,,,,,,,,,
34,"Mangat and Elgarf (1999a), G2C_2",Control,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,520.00,598.00,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,290,53.40,65.30,9.47,100.00,9.23,102.59,2.60,12.40,20.54,4.77,Flexural-bending (ductile),NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Concrete compressive strengths based on target not actual.,,,,,,,,,,,,,,,,,,,,
35,"Mangat and Elgarf (1999a), G2C_3",Control,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,520.00,598.00,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,290,53.40,65.30,9.47,100.00,9.23,102.59,2.60,12.40,20.54,4.77,Flexural-bending,NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Concrete compressive strengths based on target not actual.,,,,,,,,,,,,,,,,,,,,
36,"Mangat and Elgarf (1999a), G3C_1",Control,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,8,0.670,0,0,D,H-90,0,520.00,598.00,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,290,41.10,48.00,6.96,100.00,6.13,113.49,2.50,11.80,16.44,4.72,Flexural-bending,NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Concrete compressive strengths based on target not actual.,,,,,,,,,,,,,,,,,,,,
37,"Mangat and Elgarf (1999a), G3C_2",Control,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,8,0.670,0,0,D,H-90,0,520.00,598.00,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,290,41.10,48.00,6.96,100.00,6.13,113.49,2.50,11.80,16.44,4.72,Flexural-bending,NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Concrete compressive strengths based on target not actual.,,,,,,,,,,,,,,,,,,,,
38,"Mangat and Elgarf (1999a), G4_1",Corrosion restricted to one tensile reinforcing bar.,R,SS_FPB_MONO,0,100,150,910,860,25,25,25,T_C,2,10,1.047,2,6,D,H-90,0,496.21,574.08,0.377,2,D,70,6,370.0,0.808,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,1.3,3.5,50,N/A,2.50,860,0.063,290,50.50,65.10,9.44,94.21,9.22,102.38,3.10,12.80,16.29,4.13,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement. behaviour.,,,,,,,,,,,,,,,,,,,,
39,"Mangat and Elgarf (1999a), G4_2",Corrosion restricted to one tensile reinforcing bar.,R,SS_FPB_MONO,0,100,150,910,860,25,25,25,T_C,2,10,1.047,2,6,D,H-90,0,496.21,574.08,0.377,2,D,70,6,370.0,0.808,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,1.3,3.5,50,N/A,2.50,860,0.063,290,50.50,65.10,9.44,94.21,9.22,102.38,3.10,12.80,16.29,4.13,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement. behaviour.,,,,,,,,,,,,,,,,,,,,
40,"Mangat and Elgarf (1999a), G4_3",Corrosion restricted to one tensile reinforcing bar.,R,SS_FPB_MONO,0,100,150,910,860,25,25,25,T_C,2,10,1.047,2,6,D,H-90,0,472.42,550.16,0.377,2,D,70,6,370.0,0.808,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,2.7,3.5,50,N/A,5.00,860,0.125,290,50.50,62.90,9.12,91.03,9.22,98.92,3.10,9.90,16.29,3.19,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement. behaviour.,,,,,,,,,,,,,,,,,,,,
41,"Mangat and Elgarf (1999a), G4_4",Corrosion restricted to one tensile reinforcing bar.,R,SS_FPB_MONO,0,100,150,910,860,25,25,25,T_C,2,10,1.047,2,6,D,H-90,0,472.42,550.16,0.377,2,D,70,6,370.0,0.808,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,2.7,3.5,50,N/A,5.00,860,0.125,290,50.50,62.90,9.12,91.03,9.22,98.92,3.10,9.90,16.29,3.19,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement. behaviour.,,,,,,,,,,,,,,,,,,,,
42,"Mangat and Elgarf (1999a), G4_5",Corrosion restricted to one tensile reinforcing bar.,R,SS_FPB_MONO,0,100,150,910,860,25,25,25,T_C,2,10,1.047,2,6,D,H-90,0,448.63,526.24,0.377,2,D,70,6,370.0,0.808,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,4.0,3.5,50,N/A,7.50,860,0.188,290,49.90,57.60,8.35,83.36,9.22,90.59,4.10,6.90,12.17,1.68,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement. behaviour.,,,,,,,,,,,,,,,,,,,,
43,"Mangat and Elgarf (1999a), G4_6",Corrosion restricted to one tensile reinforcing bar.,R,SS_FPB_MONO,0,100,150,910,860,25,25,25,T_C,2,10,1.047,2,6,D,H-90,0,448.63,526.24,0.377,2,D,70,6,370.0,0.808,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,4.0,3.5,50,N/A,7.50,860,0.188,290,49.90,57.60,8.35,83.36,9.22,90.59,4.10,6.90,12.17,1.68,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement. behaviour.,,,,,,,,,,,,,,,,,,,,
44,"Mangat and Elgarf (1999a), G4_7",Corrosion restricted to one tensile reinforcing bar.,R,SS_FPB_MONO,0,100,150,910,860,25,25,25,T_C,2,10,1.047,2,6,D,H-90,0,424.84,502.32,0.377,2,D,70,6,370.0,0.808,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,5.3,3.5,50,N/A,10.00,860,0.250,290,36.10,45.10,6.54,65.27,9.22,70.93,2.70,5.50,13.37,2.04,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement. behaviour.,,,,,,,,,,,,,,,,,,,,
45,"Mangat and Elgarf (1999a), G4_8",Corrosion restricted to one tensile reinforcing bar.,R,SS_FPB_MONO,0,100,150,910,860,25,25,25,T_C,2,10,1.047,2,6,D,H-90,0,424.84,502.32,0.377,2,D,70,6,370.0,0.808,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,5.3,3.5,50,N/A,10.00,860,0.250,290,36.10,45.10,6.54,65.27,9.22,70.93,2.70,5.50,13.37,2.04,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement. behaviour.,,,,,,,,,,,,,,,,,,,,
46,"Mangat and Elgarf (1999a), G5_1",Both tension bars corroding in alternative sequence.,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,496.21,574.08,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,1.3,3.5,50,N/A,2.50,860,0.063,290,48.80,57.60,8.35,88.21,9.23,90.50,3.30,8.00,14.79,2.42,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
47,"Mangat and Elgarf (1999a), G5_2",Both tension bars corroding in alternative sequence.,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,496.21,574.08,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,1.3,3.5,50,N/A,2.50,860,0.063,290,48.80,57.60,8.35,88.21,9.23,90.50,3.30,8.00,14.79,2.42,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
48,"Mangat and Elgarf (1999a), G5_3",Both tension bars corroding in alternative sequence.,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,472.42,550.16,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,2.7,3.5,50,N/A,5.00,860,0.125,290,41.20,46.80,6.79,71.67,9.23,73.53,2.50,6.40,16.48,2.56,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
49,"Mangat and Elgarf (1999a), G5_4",Both tension bars corroding in alternative sequence.,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,472.42,550.16,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,2.7,3.5,50,N/A,5.00,860,0.125,290,41.20,46.80,6.79,71.67,9.23,73.53,2.50,6.40,16.48,2.56,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
50,"Mangat and Elgarf (1999a), G5_5",Both tension bars corroding in alternative sequence.,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,448.63,526.24,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,4.0,3.5,50,N/A,7.50,860,0.188,290,28.70,32.80,4.76,50.23,9.23,51.53,1.70,4.30,16.88,2.53,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
51,"Mangat and Elgarf (1999a), G5_6",Both tension bars corroding in alternative sequence.,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,448.63,526.24,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,4.0,3.5,50,N/A,7.50,860,0.188,290,28.70,32.80,4.76,50.23,9.23,51.53,1.70,4.30,16.88,2.53,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
52,"Mangat and Elgarf (1999a), G5_7",Both tension bars corroding in alternative sequence.,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,424.84,502.32,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,5.3,3.5,50,N/A,10.00,860,0.250,290,11.80,16.70,2.42,25.57,9.23,26.24,0.43,3.40,27.44,7.91,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
53,"Mangat and Elgarf (1999a), G5_8",Both tension bars corroding in alternative sequence.,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,424.84,502.32,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,5.3,3.5,50,N/A,10.00,860,0.250,290,11.80,16.70,2.42,25.57,9.23,26.24,0.43,3.40,27.44,7.91,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
54,"Mangat and Elgarf (1999a), G6_1",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,508.11,586.04,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,0.7,3.5,50,N/A,1.25,860,0.031,290,48.10,61.75,8.95,94.56,9.23,97.02,2.70,9.10,17.81,3.37,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
55,"Mangat and Elgarf (1999a), G6_2",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,508.11,586.04,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,0.7,3.5,50,N/A,1.25,860,0.031,290,48.10,61.75,8.95,94.56,9.23,97.02,2.70,9.10,17.81,3.37,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
56,"Mangat and Elgarf (1999a), G6_3",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,508.11,586.04,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,0.7,3.5,50,N/A,1.25,860,0.031,290,48.10,61.75,8.95,94.56,9.23,97.02,2.70,9.10,17.81,3.37,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
57,"Mangat and Elgarf (1999a), G6_4",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,496.21,574.08,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,1.3,3.5,50,N/A,2.50,860,0.063,290,46.00,57.20,8.29,87.60,9.23,89.87,2.80,7.10,16.43,2.54,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
58,"Mangat and Elgarf (1999a), G6_5",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,496.21,574.08,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,1.3,3.5,50,N/A,2.50,860,0.063,290,46.00,57.20,8.29,87.60,9.23,89.87,2.80,7.10,16.43,2.54,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
59,"Mangat and Elgarf (1999a), G6_6",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,496.21,574.08,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,1.3,3.5,50,N/A,2.50,860,0.063,290,46.00,57.20,8.29,87.60,9.23,89.87,2.80,7.10,16.43,2.54,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
60,"Mangat and Elgarf (1999a), G6_7",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,484.32,562.12,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,2.0,3.5,50,N/A,3.75,860,0.094,290,41.60,51.90,7.53,79.48,9.23,81.54,2.60,6.00,16.00,2.31,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
61,"Mangat and Elgarf (1999a), G6_8",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,484.32,562.12,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,2.0,3.5,50,N/A,3.75,860,0.094,290,41.60,51.90,7.53,79.48,9.23,81.54,2.60,6.00,16.00,2.31,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
62,"Mangat and Elgarf (1999a), G6_9",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,484.32,562.12,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,2.0,3.5,50,N/A,3.75,860,0.094,290,41.60,51.90,7.53,79.48,9.23,81.54,2.60,6.00,16.00,2.31,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
63,"Mangat and Elgarf (1999a), G6_10",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,472.42,550.16,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,2.7,3.5,50,N/A,5.00,860,0.125,290,39.30,45.70,6.63,69.98,9.23,71.80,2.50,5.00,15.72,2.00,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
64,"Mangat and Elgarf (1999a), G6_11",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,472.42,550.16,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,2.7,3.5,50,N/A,5.00,860,0.125,290,39.30,45.70,6.63,69.98,9.23,71.80,2.50,5.00,15.72,2.00,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
65,"Mangat and Elgarf (1999a), G6_12",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,472.42,550.16,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,2.7,3.5,50,N/A,5.00,860,0.125,290,39.30,45.70,6.63,69.98,9.23,71.80,2.50,5.00,15.72,2.00,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
66,"Mangat and Elgarf (1999a), G6_13",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,448.63,526.24,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,4.0,3.5,50,N/A,7.50,860,0.188,290,25.10,31.10,4.51,47.63,9.23,48.86,1.40,3.00,17.93,2.14,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
67,"Mangat and Elgarf (1999a), G6_14",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,448.63,526.24,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,4.0,3.5,50,N/A,7.50,860,0.188,290,25.10,31.10,4.51,47.63,9.23,48.86,1.40,3.00,17.93,2.14,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
68,"Mangat and Elgarf (1999a), G6_15",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,448.63,526.24,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,4.0,3.5,50,N/A,7.50,860,0.188,290,25.10,31.10,4.51,47.63,9.23,48.86,1.40,3.00,17.93,2.14,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
69,"Mangat and Elgarf (1999a), G6_16",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,424.84,502.32,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,5.3,3.5,50,N/A,10.00,860,0.250,290,10.80,15.10,2.19,23.12,9.23,23.72,0.60,2.50,18.00,4.17,Flexural-bending (brittle),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
70,"Mangat and Elgarf (1999a), G6_17",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,424.84,502.32,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,5.3,3.5,50,N/A,10.00,860,0.250,290,10.80,15.10,2.19,23.12,9.23,23.72,0.60,2.50,18.00,4.17,Flexural-bending (brittle),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
71,"Mangat and Elgarf (1999a), G6_18",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,424.84,502.32,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,5.3,3.5,50,N/A,10.00,860,0.250,290,10.80,15.10,2.19,23.12,9.23,23.72,0.60,2.50,18.00,4.17,Flexural-bending (brittle),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
72,"Mangat and Elgarf (1999a), G7_1",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,8,0.670,0,0,D,H-90,0,496.21,574.08,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,2000.0,1.3,3.5,50,N/A,2.50,860,0.050,290,35.40,41.10,5.96,85.63,6.13,97.18,3.30,11.40,10.73,3.45,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
73,"Mangat and Elgarf (1999a), G7_2",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,8,0.670,0,0,D,H-90,0,496.21,574.08,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,2000.0,1.3,3.5,50,N/A,2.50,860,0.050,290,35.40,41.10,5.96,85.63,6.13,97.18,3.30,11.40,10.73,3.45,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
74,"Mangat and Elgarf (1999a), G7_3",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,8,0.670,0,0,D,H-90,0,472.42,550.16,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,2000.0,2.7,3.5,50,N/A,5.00,860,0.100,290,30.90,33.80,4.90,70.42,6.13,79.92,3.00,7.50,10.30,2.50,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
75,"Mangat and Elgarf (1999a), G7_4",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,8,0.670,0,0,D,H-90,0,472.42,550.16,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,2000.0,2.7,3.5,50,N/A,5.00,860,0.100,290,30.90,33.80,4.90,70.42,6.13,79.92,3.00,7.50,10.30,2.50,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
76,"Mangat and Elgarf (1999a), G7_5",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,8,0.670,0,0,D,H-90,0,448.63,526.24,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,2000.0,4.0,3.5,50,N/A,7.50,860,0.150,290,21.60,24.30,3.52,50.63,6.13,57.45,2.90,4.50,7.45,1.55,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
77,"Mangat and Elgarf (1999a), G7_6",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,8,0.670,0,0,D,H-90,0,448.63,526.24,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,2000.0,4.0,3.5,50,N/A,7.50,860,0.150,290,21.60,24.30,3.52,50.63,6.13,57.45,2.90,4.50,7.45,1.55,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
78,"Mangat and Elgarf (1999a), G7_7",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,8,0.670,0,0,D,H-90,0,424.84,502.32,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,2000.0,5.3,3.5,50,N/A,10.00,860,0.200,290,8.10,12.60,1.83,26.25,6.13,29.79,1.20,3.70,6.75,3.08,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
79,"Mangat and Elgarf (1999a), G7_8",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,8,0.670,0,0,D,H-90,0,424.84,502.32,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,2000.0,5.3,3.5,50,N/A,10.00,860,0.200,290,8.10,12.60,1.83,26.25,6.13,29.79,1.20,3.70,6.75,3.08,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
80,"Mangat and Elgarf (1999a), G8_1",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,508.11,586.04,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,1000.0,2.0,3.5,50,N/A,1.25,860,0.031,290,50.60,61.80,8.96,94.64,9.23,97.10,2.70,9.10,18.74,3.37,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
81,"Mangat and Elgarf (1999a), G8_2",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,508.11,586.04,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,1000.0,2.0,3.5,50,N/A,1.25,860,0.031,290,50.60,61.80,8.96,94.64,9.23,97.10,2.70,9.10,18.74,3.37,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
82,"Mangat and Elgarf (1999a), G8_3",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,508.11,586.04,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,1000.0,2.0,3.5,50,N/A,1.25,860,0.031,290,50.60,61.80,8.96,94.64,9.23,97.10,2.70,9.10,18.74,3.37,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
83,"Mangat and Elgarf (1999a), G8_4",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,496.21,574.08,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,1000.0,4.0,3.5,50,N/A,2.50,860,0.063,290,45.60,57.30,8.31,87.75,9.23,90.03,2.60,7.00,17.54,2.69,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
84,"Mangat and Elgarf (1999a), G8_5",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,496.21,574.08,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,1000.0,4.0,3.5,50,N/A,2.50,860,0.063,290,45.60,57.30,8.31,87.75,9.23,90.03,2.60,7.00,17.54,2.69,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
85,"Mangat and Elgarf (1999a), G8_6",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,496.21,574.08,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,1000.0,4.0,3.5,50,N/A,2.50,860,0.063,290,45.60,57.30,8.31,87.75,9.23,90.03,2.60,7.00,17.54,2.69,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
86,"Mangat and Elgarf (1999a), G8_7",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,484.32,562.12,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,1000.0,6.0,3.5,50,N/A,3.75,860,0.094,290,42.20,52.00,7.54,79.63,9.23,81.70,2.40,6.10,17.58,2.54,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
87,"Mangat and Elgarf (1999a), G8_8",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,484.32,562.12,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,1000.0,6.0,3.5,50,N/A,3.75,860,0.094,290,42.20,52.00,7.54,79.63,9.23,81.70,2.40,6.10,17.58,2.54,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
88,"Mangat and Elgarf (1999a), G8_9",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,484.32,562.12,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,1000.0,6.0,3.5,50,N/A,3.75,860,0.094,290,42.20,52.00,7.54,79.63,9.23,81.70,2.40,6.10,17.58,2.54,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
89,"Mangat and Elgarf (1999a), G8_10",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,472.42,550.16,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,1000.0,8.0,3.5,50,N/A,5.00,860,0.125,290,42.10,48.30,7.00,73.97,9.23,75.89,2.60,5.10,16.19,1.96,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
90,"Mangat and Elgarf (1999a), G8_11",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,472.42,550.16,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,1000.0,8.0,3.5,50,N/A,5.00,860,0.125,290,42.10,48.30,7.00,73.97,9.23,75.89,2.60,5.10,16.19,1.96,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
91,"Mangat and Elgarf (1999a), G8_12",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,472.42,550.16,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,1000.0,8.0,3.5,50,N/A,5.00,860,0.125,290,42.10,48.30,7.00,73.97,9.23,75.89,2.60,5.10,16.19,1.96,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
92,"Mangat and Elgarf (1999a), G8_13",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,448.63,526.24,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,1000.0,12.0,3.5,50,N/A,7.50,860,0.188,290,33.10,38.20,5.54,58.50,9.23,60.02,1.60,3.00,20.69,1.88,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
93,"Mangat and Elgarf (1999a), G8_14",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,448.63,526.24,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,1000.0,12.0,3.5,50,N/A,7.50,860,0.188,290,33.10,38.20,5.54,58.50,9.23,60.02,1.60,3.00,20.69,1.88,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
94,"Mangat and Elgarf (1999a), G8_15",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,448.63,526.24,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,1000.0,12.0,3.5,50,N/A,7.50,860,0.188,290,33.10,38.20,5.54,58.50,9.23,60.02,1.60,3.00,20.69,1.88,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
95,"Mangat and Elgarf (1999a), G8_16",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,424.84,502.32,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,1000.0,16.0,3.5,50,N/A,10.00,860,0.250,290,24.50,27.20,3.94,41.65,9.23,42.73,1.60,2.50,15.31,1.56,Flexural-bending (brittle),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
96,"Mangat and Elgarf (1999a), G8_17",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,424.84,502.32,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,1000.0,16.0,3.5,50,N/A,10.00,860,0.250,290,24.50,27.20,3.94,41.65,9.23,42.73,1.60,2.50,15.31,1.56,Flexural-bending (brittle),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
97,"Mangat and Elgarf (1999a), G8_18",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,424.84,502.32,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,1000.0,16.0,3.5,50,N/A,10.00,860,0.250,290,24.50,27.20,3.94,41.65,9.23,42.73,1.60,2.50,15.31,1.56,Flexural-bending (brittle),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
98,"Mangat and Elgarf (1999a), G8_19",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,508.11,586.04,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,2000.0,1.0,3.5,50,N/A,1.25,860,0.031,290,49.50,60.90,8.83,93.26,9.23,95.68,2.70,8.90,18.33,3.30,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
99,"Mangat and Elgarf (1999a), G8_20",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,508.11,586.04,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,2000.0,1.0,3.5,50,N/A,1.25,860,0.031,290,49.50,60.90,8.83,93.26,9.23,95.68,2.70,8.90,18.33,3.30,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
100,"Mangat and Elgarf (1999a), G8_21",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,508.11,586.04,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,2000.0,1.0,3.5,50,N/A,1.25,860,0.031,290,49.50,60.90,8.83,93.26,9.23,95.68,2.70,8.90,18.33,3.30,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
101,"Mangat and Elgarf (1999a), G8_22",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,496.21,574.08,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,2000.0,2.0,3.5,50,N/A,2.50,860,0.063,290,46.30,56.90,8.25,87.14,9.23,89.40,2.60,6.90,17.81,2.65,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
102,"Mangat and Elgarf (1999a), G8_23",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,496.21,574.08,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,2000.0,2.0,3.5,50,N/A,2.50,860,0.063,290,46.30,56.90,8.25,87.14,9.23,89.40,2.60,6.90,17.81,2.65,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
103,"Mangat and Elgarf (1999a), G8_24",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,496.21,574.08,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,2000.0,2.0,3.5,50,N/A,2.50,860,0.063,290,46.30,56.90,8.25,87.14,9.23,89.40,2.60,6.90,17.81,2.65,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
104,"Mangat and Elgarf (1999a), G8_25",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,484.32,562.12,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,2000.0,3.0,3.5,50,N/A,3.75,860,0.094,290,42.50,51.30,7.44,78.56,9.23,80.60,2.50,5.90,17.00,2.36,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
105,"Mangat and Elgarf (1999a), G8_26",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,484.32,562.12,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,2000.0,3.0,3.5,50,N/A,3.75,860,0.094,290,42.50,51.30,7.44,78.56,9.23,80.60,2.50,5.90,17.00,2.36,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
106,"Mangat and Elgarf (1999a), G8_27",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,484.32,562.12,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,2000.0,3.0,3.5,50,N/A,3.75,860,0.094,290,42.50,51.30,7.44,78.56,9.23,80.60,2.50,5.90,17.00,2.36,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
107,"Mangat and Elgarf (1999a), G8_28",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,472.42,550.16,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,2000.0,4.0,3.5,50,N/A,5.00,860,0.125,290,39.80,46.40,6.73,71.06,9.23,72.90,2.50,5.00,15.92,2.00,Flexural-bending (brittle),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
108,"Mangat and Elgarf (1999a), G8_29",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,472.42,550.16,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,2000.0,4.0,3.5,50,N/A,5.00,860,0.125,290,39.80,46.40,6.73,71.06,9.23,72.90,2.50,5.00,15.92,2.00,Flexural-bending (brittle),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
109,"Mangat and Elgarf (1999a), G8_30",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,472.42,550.16,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,2000.0,4.0,3.5,50,N/A,5.00,860,0.125,290,39.80,46.40,6.73,71.06,9.23,72.90,2.50,5.00,15.92,2.00,Flexural-bending (brittle),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
110,"Mangat and Elgarf (1999a), G8_31",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,448.63,526.24,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,2000.0,6.0,3.5,50,N/A,7.50,860,0.188,290,28.30,33.30,4.83,51.00,9.23,52.32,1.20,2.90,23.58,2.42,Flexural-bending (brittle),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
111,"Mangat and Elgarf (1999a), G8_32",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,448.63,526.24,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,2000.0,6.0,3.5,50,N/A,7.50,860,0.188,290,28.30,33.30,4.83,51.00,9.23,52.32,1.20,2.90,23.58,2.42,Flexural-bending (brittle),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
112,"Mangat and Elgarf (1999a), G8_33",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,448.63,526.24,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,2000.0,6.0,3.5,50,N/A,7.50,860,0.188,290,28.30,33.30,4.83,51.00,9.23,52.32,1.20,2.90,23.58,2.42,Flexural-bending (brittle),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
113,"Mangat and Elgarf (1999a), G8_34",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,424.84,502.32,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,2000.0,8.0,3.5,50,N/A,10.00,860,0.250,290,22.50,24.90,3.61,38.13,9.23,39.12,1.60,2.50,14.06,1.56,Flexural-bending (brittle),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
114,"Mangat and Elgarf (1999a), G8_35",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,424.84,502.32,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,2000.0,8.0,3.5,50,N/A,10.00,860,0.250,290,22.50,24.90,3.61,38.13,9.23,39.12,1.60,2.50,14.06,1.56,Flexural-bending (brittle),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
115,"Mangat and Elgarf (1999a), G8_36",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,424.84,502.32,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,2000.0,8.0,3.5,50,N/A,10.00,860,0.250,290,22.50,24.90,3.61,38.13,9.23,39.12,1.60,2.50,14.06,1.56,Flexural-bending (brittle),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
116,"Mangat and Elgarf (1999a), G8_37",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,508.11,586.04,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,4000.0,0.5,3.5,50,N/A,1.25,860,0.031,290,45.20,60.10,8.71,92.04,9.23,94.42,2.20,8.50,20.55,3.86,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
117,"Mangat and Elgarf (1999a), G8_38",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,508.11,586.04,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,4000.0,0.5,3.5,50,N/A,1.25,860,0.031,290,45.20,60.10,8.71,92.04,9.23,94.42,2.20,8.50,20.55,3.86,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
118,"Mangat and Elgarf (1999a), G8_39",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,508.11,586.04,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,4000.0,0.5,3.5,50,N/A,1.25,860,0.031,290,45.20,60.10,8.71,92.04,9.23,94.42,2.20,8.50,20.55,3.86,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
119,"Mangat and Elgarf (1999a), G8_40",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,496.21,574.08,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,4000.0,1.0,3.5,50,N/A,2.50,860,0.063,290,43.90,54.00,7.83,82.70,9.23,84.84,2.80,6.00,15.68,2.14,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
120,"Mangat and Elgarf (1999a), G8_41",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,496.21,574.08,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,4000.0,1.0,3.5,50,N/A,2.50,860,0.063,290,43.90,54.00,7.83,82.70,9.23,84.84,2.80,6.00,15.68,2.14,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
121,"Mangat and Elgarf (1999a), G8_42",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,496.21,574.08,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,4000.0,1.0,3.5,50,N/A,2.50,860,0.063,290,43.90,54.00,7.83,82.70,9.23,84.84,2.80,6.00,15.68,2.14,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
122,"Mangat and Elgarf (1999a), G8_43",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,484.32,562.12,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,4000.0,1.5,3.5,50,N/A,3.75,860,0.094,290,41.60,48.60,7.05,74.43,9.23,76.36,2.70,5.50,15.41,2.04,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
123,"Mangat and Elgarf (1999a), G8_44",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,484.32,562.12,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,4000.0,1.5,3.5,50,N/A,3.75,860,0.094,290,41.60,48.60,7.05,74.43,9.23,76.36,2.70,5.50,15.41,2.04,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
124,"Mangat and Elgarf (1999a), G8_45",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,484.32,562.12,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,4000.0,1.5,3.5,50,N/A,3.75,860,0.094,290,41.60,48.60,7.05,74.43,9.23,76.36,2.70,5.50,15.41,2.04,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
125,"Mangat and Elgarf (1999a), G8_46",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,472.42,550.16,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,4000.0,2.0,3.5,50,N/A,5.00,860,0.125,290,31.10,40.50,5.87,62.02,9.23,63.63,1.70,4.50,18.29,2.65,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
126,"Mangat and Elgarf (1999a), G8_47",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,472.42,550.16,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,4000.0,2.0,3.5,50,N/A,5.00,860,0.125,290,31.10,40.50,5.87,62.02,9.23,63.63,1.70,4.50,18.29,2.65,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
127,"Mangat and Elgarf (1999a), G8_48",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,472.42,550.16,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,4000.0,2.0,3.5,50,N/A,5.00,860,0.125,290,31.10,40.50,5.87,62.02,9.23,63.63,1.70,4.50,18.29,2.65,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
128,"Mangat and Elgarf (1999a), G8_49",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,448.63,526.24,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,4000.0,3.0,3.5,50,N/A,7.50,860,0.188,290,24.90,28.20,4.09,43.19,9.23,44.31,1.70,3.00,14.65,1.76,Flexural-bending (brittle),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
129,"Mangat and Elgarf (1999a), G8_50",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,448.63,526.24,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,4000.0,3.0,3.5,50,N/A,7.50,860,0.188,290,24.90,28.20,4.09,43.19,9.23,44.31,1.70,3.00,14.65,1.76,Flexural-bending (brittle),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
130,"Mangat and Elgarf (1999a), G8_51",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,448.63,526.24,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,4000.0,3.0,3.5,50,N/A,7.50,860,0.188,290,24.90,28.20,4.09,43.19,9.23,44.31,1.70,3.00,14.65,1.76,Flexural-bending (brittle),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
131,"Mangat and Elgarf (1999a), G8_52",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,424.84,502.32,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,4000.0,4.0,3.5,50,N/A,10.00,860,0.250,290,10.30,14.50,2.10,22.21,9.23,22.78,0.66,2.50,15.61,3.79,Flexural-bending (brittle),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
132,"Mangat and Elgarf (1999a), G8_53",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,424.84,502.32,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,4000.0,4.0,3.5,50,N/A,10.00,860,0.250,290,10.30,14.50,2.10,22.21,9.23,22.78,0.66,2.50,15.61,3.79,Flexural-bending (brittle),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
133,"Mangat and Elgarf (1999a), G8_54",Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,424.84,502.32,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,4000.0,4.0,3.5,50,N/A,10.00,860,0.250,290,10.30,14.50,2.10,22.21,9.23,22.78,0.66,2.50,15.61,3.79,Flexural-bending (brittle),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
134,"Mangat and Elgarf (1999a), G9_1",15 day pre-corrosion period. Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,472.42,550.16,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,2.7,3.5,50,N/A,5.00,860,0.125,290,25.50,45.40,6.58,69.53,9.23,71.33,0.71,4.90,35.92,6.90,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
135,"Mangat and Elgarf (1999a), G9_2",15 day pre-corrosion period. Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,472.42,550.16,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,2.7,3.5,50,N/A,5.00,860,0.125,290,25.50,45.40,6.58,69.53,9.23,71.33,0.71,4.90,35.92,6.90,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
136,"Mangat and Elgarf (1999a), G9_3",28 day pre-corrosion period. Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,472.42,550.16,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,2.7,3.5,50,N/A,5.00,860,0.125,290,24.80,47.00,6.82,71.98,9.23,73.84,0.74,5.20,33.51,7.03,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
137,"Mangat and Elgarf (1999a), G9_4",28 day pre-corrosion period. Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,472.42,550.16,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,2.7,3.5,50,N/A,5.00,860,0.125,290,24.80,47.00,6.82,71.98,9.23,73.84,0.74,5.20,33.51,7.03,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
138,"Mangat and Elgarf (1999a), G9_5",6 month pre-corrosion period. Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,472.42,550.16,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,2.7,3.5,50,N/A,5.00,860,0.125,290,25.20,45.90,6.66,70.29,9.23,72.11,0.75,4.70,33.60,6.27,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
139,"Mangat and Elgarf (1999a), G9_6",6 month pre-corrosion period. Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,472.42,550.16,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,2.7,3.5,50,N/A,5.00,860,0.125,290,25.20,45.90,6.66,70.29,9.23,72.11,0.75,4.70,33.60,6.27,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
140,"Mangat and Elgarf (1999a), G9_7",1 year pre-corrosion period. Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,472.42,550.16,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,2.7,3.5,50,N/A,5.00,860,0.125,290,23.70,44.80,6.50,68.61,9.23,70.39,0.62,4.70,38.23,7.58,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
141,"Mangat and Elgarf (1999a), G9_8",1 year pre-corrosion period. Both tension bars corroding simultaneously. ,R,SS_FPB_MONO,0,100,150,910,860,25,25,0,ST,2,10,1.047,0,0,D,H-90,0,472.42,550.16,0.000,0,N/A,0,0,0.0,0.000,OPC,0.53,10,Cube,40.0,IC,External galvanised steel tray,910,3000.0,2.7,3.5,50,N/A,5.00,860,0.125,290,23.70,44.80,6.50,68.61,9.23,70.39,0.62,4.70,38.23,7.58,Flexural-bending (ductile),Supplemented by Elgarf (2004) Ph.D. Thesis. NaCl salt (1% by cement weight) cast in mix to improve concrete conductivity and galvanic corrosion potential. Stirrups and top steel interfered with corrosion induction so  external collars were used for shear reinforcement instead. Corrosion damage based on Faraday's Law - not experimentally measured. Concrete compressive strengths based on target not actual. Bond-slip failure/interaction reported but inconclusive with force-displacement behaviour.,,,,,,,,,,,,,,,,,,,,
142,"Castel et al. (2000a), B1T",Sustained loading maintained during 12 year storage prior to further testing.,R,SS_TPB_MONO_SUST,50,150,280,3000,2860,26,22,19,T_C,2,12,0.539,2,6,D,S,0,550.00,605.00,0.135,2,P,220,6,550.0,0.171,OPC-HP,0.50,15,Cylinder,65.3,C,Control,0,0.0,0.0,3.5,280,N/A,0.00,0,0.000,1430,46.16,54.00,38.61,100.00,31.15,123.96,3.89,84.50,11.87,21.72,Flexural-bending (ductile),Loaded under same sustained conditions as corroded test for 12 years.,,,,,,,,,,,,,,,,,,,,
143,"Castel et al. (2000a), B1CL",Sustained loading maintained during 12 year EI corrosion (wet/dry cycled for 6 years) in storage prior to further testing. ,R,SS_TPB_MONO_SUST,50,150,280,3000,2860,26,22,19,T_C,2,12,0.539,2,6,D,S,0,438.90,474.32,0.135,2,P,220,6,550.0,0.171,OPC-HP,0.50,15,Cylinder,63.4,EI,N/A,3000,1.8,4748.0,3.5,280,7:7,20.00,300,0.600,1430,36.72,42.00,30.03,77.78,31.12,96.50,4.82,26.70,7.62,5.54,Flexural-bending (brittle),Small cover of 10 mm used to induce faster natural corrosion (12 years) in specimens. First 6 years of salt fog wet/dry (15:15 days) cycled before constant fog applied for next 6 years. Salt fog (35 g/L NaCl) used 0.1 MPa compressed air.,,,,,,,,,,,,,,,,,,,,
144,"Jin and Zhao (2001), BD1",Control.,S,SS_FPB_MONO,0,150,150,1140,900,22.5,22.5,15,T_C,2,12,1.005,2,6,D,H-90,0,428,650,0.251,2,P,100,6,235.0,0.377,OPC,0.55,,Cube,22.1,C,Control,0,,,0,0,N/A,0.00,0,0.000,300,62.53,68.00,10.20,100.00,10.91,93.51,2.96,4.21,21.13,1.42,Flexural-bending (ductile),Average cubic compressive strength reported.,,,,,,,,,,,,,,,,,,,,
145,"Jin and Zhao (2001), BD2",Tensile reinforcement isolated for independent corrosion.,S,SS_FPB_MONO,0,150,150,1140,900,22.5,22.5,15,T_C,2,12,1.005,2,6,D,H-90,0,423.77,644.38,0.251,2,P,100,6,235.0,0.377,OPC,0.55,,Cube,22.1,IC,External stainless steel plate,1140,,,5,50,N/A,0.54,1140,0.016,300,,63.53,9.53,93.43,10.91,87.37,,,,,Flexural-bending (ductile),"Average cubic compressive strength reported. Yield load, yield and ultimate displacements, corrosion duration, current density not reported.",,,,,,,,,,,,,,,,,,,,
146,"Jin and Zhao (2001), BD3",Tensile reinforcement isolated for independent corrosion.,S,SS_FPB_MONO,0,150,150,1140,900,22.5,22.5,15,T_C,2,12,1.005,2,6,D,H-90,0,410.69,627.02,0.251,2,P,100,6,235.0,0.377,OPC,0.55,,Cube,22.1,IC,External stainless steel plate,1140,,,5,50,N/A,2.21,1140,0.066,300,62.33,65.60,9.84,96.47,10.91,90.21,4.15,5.20,15.02,1.25,Flexural-bending (ductile),"Average cubic compressive strength reported. Yield load, yield and ultimate displacements, corrosion duration, current density not reported.",,,,,,,,,,,,,,,,,,,,
147,"Jin and Zhao (2001), BD4",Tensile reinforcement isolated for independent corrosion.,S,SS_FPB_MONO,0,150,150,1140,900,22.5,22.5,15,T_C,2,12,1.005,2,6,D,H-90,0,418.29,637.10,0.251,2,P,100,6,235.0,0.377,OPC,0.55,,Cube,22.1,IC,External stainless steel plate,1140,,,5,50,N/A,1.24,1140,0.037,300,,62.13,9.32,91.37,10.91,85.44,,,,,Flexural-bending (ductile),"Average cubic compressive strength reported. Yield load, yield and ultimate displacements, corrosion duration, current density not reported.",,,,,,,,,,,,,,,,,,,,
148,"Jin and Zhao (2001), BD5",Tensile reinforcement isolated for independent corrosion.,S,SS_FPB_MONO,0,150,150,1140,900,22.5,22.5,15,T_C,2,12,1.005,2,6,D,H-90,0,418.29,637.10,0.251,2,P,100,6,235.0,0.377,OPC,0.55,,Cube,22.1,IC,External stainless steel plate,1140,,,5,50,N/A,1.24,1140,0.037,300,,68.47,10.27,100.69,10.91,94.15,,,,,Flexural-bending (ductile),"Average cubic compressive strength reported. Yield load, yield and ultimate displacements, corrosion duration, current density not reported.",,,,,,,,,,,,,,,,,,,,
149,"Jin and Zhao (2001), BD6",Tensile reinforcement isolated for independent corrosion.,S,SS_FPB_MONO,0,150,150,1140,900,22.5,22.5,15,T_C,2,12,1.005,2,6,D,H-90,0,418.05,636.79,0.251,2,P,100,6,235.0,0.377,OPC,0.55,,Cube,22.1,IC,External stainless steel plate,1140,,,5,50,N/A,1.27,1140,0.038,300,,63.53,9.53,93.43,10.91,87.37,,,,,Flexural-bending (ductile),"Average cubic compressive strength reported. Yield load, yield and ultimate displacements, corrosion duration, current density not reported.",,,,,,,,,,,,,,,,,,,,
150,"Jin and Zhao (2001), BD7",Tensile reinforcement isolated for independent corrosion.,S,SS_FPB_MONO,0,150,150,1140,900,22.5,22.5,15,T_C,2,12,1.005,2,6,D,H-90,0,411.16,627.64,0.251,2,P,100,6,235.0,0.377,OPC,0.55,,Cube,22.1,IC,External stainless steel plate,1140,,,5,50,N/A,2.15,1140,0.065,300,52.53,59.40,8.91,87.35,10.91,81.68,2.89,5.17,18.18,1.79,Flexural-bending (ductile),"Average cubic compressive strength reported. Yield load, yield and ultimate displacements, corrosion duration, current density not reported.",,,,,,,,,,,,,,,,,,,,
151,"Jin and Zhao (2001), BD8",Tensile reinforcement isolated for independent corrosion.,S,SS_FPB_MONO,0,150,150,1140,900,22.5,22.5,15,T_C,2,12,1.005,2,6,D,H-90,0,405.91,620.67,0.251,2,P,100,6,235.0,0.377,OPC,0.55,,Cube,22.1,IC,External stainless steel plate,1140,,,5,50,N/A,2.82,1140,0.085,300,,60.47,9.07,88.92,10.91,83.15,,,,,Flexural-bending (ductile),"Average cubic compressive strength reported. Yield load, yield and ultimate displacements, corrosion duration, current density not reported.",,,,,,,,,,,,,,,,,,,,
152,"Jin and Zhao (2001), BD9",Tensile reinforcement isolated for independent corrosion.,S,SS_FPB_MONO,0,150,150,1140,900,22.5,22.5,15,T_C,2,12,1.005,2,6,D,H-90,0,405.83,620.57,0.251,2,P,100,6,235.0,0.377,OPC,0.55,,Cube,22.1,IC,External stainless steel plate,1140,,,5,50,N/A,2.83,1140,0.085,300,,63.53,9.53,93.43,10.91,87.37,,,,,Flexural-bending (ductile),"Average cubic compressive strength reported. Yield load, yield and ultimate displacements, corrosion duration, current density not reported.",,,,,,,,,,,,,,,,,,,,
153,"Jin and Zhao (2001), BD10",Tensile reinforcement isolated for independent corrosion.,S,SS_FPB_MONO,0,150,150,1140,900,22.5,22.5,15,T_C,2,12,1.005,2,6,D,H-90,0,405.44,620.05,0.251,2,P,100,6,235.0,0.377,OPC,0.55,,Cube,22.1,IC,External stainless steel plate,1140,,,5,50,N/A,2.88,1140,0.086,300,,57.93,8.69,85.20,10.91,79.67,,,,,Flexural-bending (ductile),"Average cubic compressive strength reported. Yield load, yield and ultimate displacements, corrosion duration, current density not reported.",,,,,,,,,,,,,,,,,,,,
154,"Jin and Zhao (2001), BD11",Tensile reinforcement isolated for independent corrosion.,S,SS_FPB_MONO,0,150,150,1140,900,22.5,22.5,15,T_C,2,12,1.005,2,6,D,H-90,0,400.98,614.12,0.251,2,P,100,6,235.0,0.377,OPC,0.55,,Cube,22.1,IC,External stainless steel plate,1140,,,5,50,N/A,3.45,1140,0.104,300,52.20,57.93,8.69,85.20,10.91,79.67,3.46,5.12,15.09,1.48,Flexural-bending (ductile),"Average cubic compressive strength reported. Yield load, yield and ultimate displacements, corrosion duration, current density not reported.",,,,,,,,,,,,,,,,,,,,
155,"Jin and Zhao (2001), BD12",Tensile reinforcement isolated for independent corrosion.,S,SS_FPB_MONO,0,150,150,1140,900,22.5,22.5,15,T_C,2,12,1.005,2,6,D,H-90,0,395.57,606.94,0.251,2,P,100,6,235.0,0.377,OPC,0.55,,Cube,22.1,IC,External stainless steel plate,1140,,,5,50,N/A,4.14,1140,0.124,300,,54.67,8.20,80.39,10.91,75.17,,,,,Flexural-bending (ductile),"Average cubic compressive strength reported. Yield load, yield and ultimate displacements, corrosion duration, current density not reported.",,,,,,,,,,,,,,,,,,,,
156,"Jin and Zhao (2001), BD13",Tensile reinforcement isolated for independent corrosion.,S,SS_FPB_MONO,0,150,150,1140,900,22.5,22.5,15,T_C,2,12,1.005,2,6,D,H-90,0,387.27,595.92,0.251,2,P,100,6,235.0,0.377,OPC,0.55,,Cube,22.1,IC,External stainless steel plate,1140,,,5,50,N/A,5.20,1140,0.156,300,,57.93,8.69,85.20,10.91,79.67,,,,,Flexural-bending (ductile),"Average cubic compressive strength reported. Yield load, yield and ultimate displacements, corrosion duration, current density not reported.",,,,,,,,,,,,,,,,,,,,
157,"Jin and Zhao (2001), BD14",Tensile reinforcement isolated for independent corrosion.,S,SS_FPB_MONO,0,150,150,1140,900,22.5,22.5,15,T_C,2,12,1.005,2,6,D,H-90,0,380.85,587.39,0.251,2,P,100,6,235.0,0.377,OPC,0.55,,Cube,22.1,IC,External stainless steel plate,1140,,,5,50,N/A,6.02,1140,0.181,300,46.60,51.73,7.76,76.08,10.91,71.14,3.74,5.07,12.46,1.36,Flexural-bending (ductile),"Average cubic compressive strength reported. Yield load, yield and ultimate displacements, corrosion duration, current density not reported.",,,,,,,,,,,,,,,,,,,,
158,"Jin and Zhao (2001), BDU1",Control.,S,SS_FPB_MONO,0,150,150,1140,900,22.5,22.5,15,T_C,2,12,1.005,2,6,D,S,0,428,650,0.251,2,P,100,6,235.0,0.377,OPC,0.55,,Cube,22.1,C,Control,0,,,0,0,N/A,0.00,1140,0.000,300,,66.07,9.91,100.00,10.91,90.85,,,,,Flexural-bending (ductile),Average cubic compressive strength reported. ,,,,,,,,,,,,,,,,,,,,
159,"Jin and Zhao (2001), BDU2",Tensile reinforcement isolated for independent corrosion.,S,SS_FPB_MONO,0,150,150,1140,900,22.5,22.5,15,T_C,2,12,1.005,2,6,D,S,0,390.01,599.56,0.251,2,P,100,6,235.0,0.377,OPC,0.55,,Cube,22.1,IC,External stainless steel plate,1140,,,5,50,N/A,4.85,1140,0.146,300,,57.07,8.56,86.38,10.91,78.48,,,,,Flexural-bending (ductile),"Average cubic compressive strength reported. Yield load, yield and ultimate displacements, corrosion duration, current density not reported.",,,,,,,,,,,,,,,,,,,,
160,"Jin and Zhao (2001), BDU3",Tensile reinforcement isolated for independent corrosion.,S,SS_FPB_MONO,0,150,150,1140,900,22.5,22.5,15,T_C,2,12,1.005,2,6,D,S,0,384.30,591.97,0.251,2,P,100,6,235.0,0.377,OPC,0.55,,Cube,22.1,IC,External stainless steel plate,1140,,,5,50,N/A,5.58,1140,0.167,300,,55.47,8.32,83.96,10.91,76.27,,,,,Flexural-bending (ductile),"Average cubic compressive strength reported. Yield load, yield and ultimate displacements, corrosion duration, current density not reported.",,,,,,,,,,,,,,,,,,,,
161,"Torres-Acosta et al. (2003), V01",Control,R,SS_TPB_MONO,0,100,150,1500,1500,50,25,0,ST,1,10,0.524,0,0,D,S,0,415.00,664.00,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,19,Cylinder,37.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,750,9.10,,3.41,91.46,3.91,87.38,,,,,Flexural-bending (ductile),"Concrete compressive strength averaged for 28 day cylinders. Failure mode not reported - mode assumed based on force-displacement curves (not all are provided). Ultimate load, yield displacement and ultimate displacement not reported.",,,,,,,,,,,,,,,,,,,,
162,"Torres-Acosta et al. (2003), V02",Control,R,SS_TPB_MONO,0,100,150,1500,1500,50,25,0,ST,1,10,0.524,0,0,D,S,0,415.00,664.00,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,19,Cylinder,37.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,750,10.80,11.60,4.05,108.54,3.91,103.70,5.30,10.00,2.04,1.89,Flexural-bending (brittle),Concrete compressive strength averaged for 28 day cylinders. ,,,,,,,,,,,,,,,,,,,,
163,"Torres-Acosta et al. (2003), V03",Corrosion initiated approx. 50 days after casting. Central 1000 mm of tensile reinforcement subjected to corrosion.,R,SS_TPB_MONO,0,100,150,1500,1500,50,25,0,ST,1,10,0.524,0,0,D,S,0,310.27,517.50,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,19,Cylinder,37.0,IC,Internal stainless steel rod,1000,200.0,80.0,3.5,150,N/A,13.79,1000,0.345,750,9.00,,3.38,90.45,3.91,86.42,,,,,Flexural-bending (ductile),"Chloride ions cast in concrete (3% by cement weight) mixture across entire length to initially depassivate steel and remove need for wetting/drying. Concrete compressive strength averaged for 28 day cylinders. Failure mode not reported - mode assumed based on force-displacement curves (not all are provided). Ultimate load, yield displacement and ultimate displacement not reported.",,,,,,,,,,,,,,,,,,,,
164,"Torres-Acosta et al. (2003), V04",Corrosion initiated approx. 50 days after casting. Central 250 mm of tensile reinforcement subjected to corrosion.,R,SS_TPB_MONO,0,100,150,1500,1500,50,25,0,ST,1,10,0.524,0,0,D,S,0,317.11,527.06,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,19,Cylinder,37.0,IC,Internal stainless steel rod,250,200.0,80.0,3.5,150,N/A,12.89,250,0.322,750,10.20,13.20,3.83,102.51,3.91,97.94,4.70,39.30,2.17,8.36,Flexural-bending (ductile),Chloride ions cast in concrete (3% by cement weight) mixture across entire length to initially depassivate steel and remove need for wetting/drying. Concrete compressive strength averaged for 28 day cylinders.,,,,,,,,,,,,,,,,,,,,
165,"Torres-Acosta et al. (2003), V05",Corrosion initiated approx. 50 days after casting. Central 250 mm of tensile reinforcement subjected to corrosion.,R,SS_TPB_MONO,0,100,150,1500,1500,50,25,0,ST,1,10,0.524,0,0,D,S,0,311.64,519.41,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,19,Cylinder,37.0,IC,Internal stainless steel rod,250,200.0,80.0,3.5,150,N/A,13.61,250,0.340,750,9.50,,3.56,95.48,3.91,91.22,,,,,Flexural-bending (ductile),"Chloride ions cast in concrete (3% by cement weight) mixture across entire length to initially depassivate steel and remove need for wetting/drying. Concrete compressive strength averaged for 28 day cylinders. Failure mode not reported - mode assumed based on force-displacement curves (not all are provided). Ultimate load, yield displacement and ultimate displacement not reported.",,,,,,,,,,,,,,,,,,,,
166,"Torres-Acosta et al. (2003), V06",Corrosion initiated approx. 50 days after casting. Central 250 mm of tensile reinforcement subjected to corrosion.,R,SS_TPB_MONO,0,100,150,1500,1500,50,25,0,ST,1,10,0.524,0,0,D,S,0,217.69,387.99,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,19,Cylinder,37.0,IC,Internal stainless steel rod,250,200.0,180.0,3.5,150,N/A,25.98,250,0.650,750,9.00,,3.38,90.45,3.91,86.42,,,,,Flexural-bending (brittle),"Chloride ions cast in concrete (3% by cement weight) mixture across entire length to initially depassivate steel and remove need for wetting/drying. Concrete compressive strength averaged for 28 day cylinders. Failure mode not reported - mode assumed based on force-displacement curves (not all are provided). Ultimate load, yield displacement and ultimate displacement not reported.",,,,,,,,,,,,,,,,,,,,
167,"Torres-Acosta et al. (2003), V07",Corrosion initiated approx. 50 days after casting. Central 25 mm of tensile reinforcement subjected to corrosion.,R,SS_TPB_MONO,0,100,150,1500,1500,50,25,0,ST,1,10,0.524,0,0,D,S,0,257.57,443.76,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,19,Cylinder,37.0,IC,Internal stainless steel rod,25,200.0,80.0,3.5,150,N/A,20.73,25,0.518,750,9.60,,3.60,96.48,3.91,92.18,,,,,Flexural-bending (ductile),"Chloride ions cast in concrete (3% by cement weight) mixture across entire length to initially depassivate steel and remove need for wetting/drying. Concrete compressive strength averaged for 28 day cylinders. Failure mode not reported - mode assumed based on force-displacement curves (not all are provided). Ultimate load, yield displacement and ultimate displacement not reported.",,,,,,,,,,,,,,,,,,,,
168,"Torres-Acosta et al. (2003), V08",Corrosion initiated approx. 50 days after casting. Central 25 mm of tensile reinforcement subjected to corrosion.,R,SS_TPB_MONO,0,100,150,1500,1500,50,25,0,ST,1,10,0.524,0,0,D,S,0,282.10,478.08,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,19,Cylinder,37.0,IC,Internal stainless steel rod,25,200.0,80.0,3.5,150,N/A,17.50,25,0.438,750,9.20,,3.45,92.46,3.91,88.34,,,,,Flexural-bending (ductile),"Chloride ions cast in concrete (3% by cement weight) mixture across entire length to initially depassivate steel and remove need for wetting/drying. Concrete compressive strength averaged for 28 day cylinders. Failure mode not reported - mode assumed based on force-displacement curves (not all are provided). Ultimate load, yield displacement and ultimate displacement not reported.",,,,,,,,,,,,,,,,,,,,
169,"Torres-Acosta et al. (2003), V09",Corrosion initiated approx. 50 days after casting. Central 1000 mm of tensile reinforcement subjected to corrosion.,R,SS_TPB_MONO,0,100,150,1500,1500,50,25,0,ST,1,10,0.524,0,0,D,S,0,312.55,520.68,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,19,Cylinder,37.0,IC,Internal stainless steel rod,1000,200.0,80.0,3.5,150,N/A,13.49,1000,0.337,750,10.20,11.00,3.83,102.51,3.91,97.94,8.70,25.30,1.17,2.91,Flexural-bending (ductile),Chloride ions cast in concrete (3% by cement weight) mixture across entire length to initially depassivate steel and remove need for wetting/drying. Concrete compressive strength averaged for 28 day cylinders.,,,,,,,,,,,,,,,,,,,,
170,"Torres-Acosta et al. (2003), V10",Corrosion initiated approx. 50 days after casting. Central 250 mm of tensile reinforcement subjected to corrosion.,R,SS_TPB_MONO,0,100,150,1500,1500,50,25,0,ST,1,10,0.524,0,0,D,S,0,232.43,408.60,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,19,Cylinder,37.0,IC,Internal stainless steel rod,250,200.0,180.0,3.5,150,N/A,24.04,250,0.601,750,7.70,9.60,2.89,77.39,3.91,73.94,5.00,17.00,1.54,3.40,Flexural-bending (brittle),Chloride ions cast in concrete (3% by cement weight) mixture across entire length to initially depassivate steel and remove need for wetting/drying. Concrete compressive strength averaged for 28 day cylinders. ,,,,,,,,,,,,,,,,,,,,
171,"Torres-Acosta et al. (2003), V11",Corrosion initiated approx. 50 days after casting. Central 250 mm of tensile reinforcement subjected to corrosion.,R,SS_TPB_MONO,0,100,150,1500,1500,50,25,0,ST,1,10,0.524,0,0,D,S,0,351.51,575.18,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,19,Cylinder,37.0,IC,Internal stainless steel rod,250,200.0,40.0,3.5,150,N/A,8.36,250,0.209,750,9.80,,3.68,98.49,3.91,94.10,,,,,Flexural-bending (ductile),"Chloride ions cast in concrete (3% by cement weight) mixture across entire length to initially depassivate steel and remove need for wetting/drying. Concrete compressive strength averaged for 28 day cylinders. Failure mode not reported - mode assumed based on force-displacement curves (not all are provided). Ultimate load, yield displacement and ultimate displacement not reported.",,,,,,,,,,,,,,,,,,,,
172,"Torres-Acosta et al. (2003), V12",Corrosion initiated approx. 50 days after casting. Central 250 mm of tensile reinforcement subjected to corrosion.,R,SS_TPB_MONO,0,100,150,1500,1500,50,25,0,ST,1,10,0.524,0,0,D,S,0,353.03,577.31,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,19,Cylinder,37.0,IC,Internal stainless steel rod,250,200.0,40.0,3.5,150,N/A,8.16,250,0.204,750,9.50,,3.56,95.48,3.91,91.22,,,,,Flexural-bending (ductile),"Chloride ions cast in concrete (3% by cement weight) mixture across entire length to initially depassivate steel and remove need for wetting/drying. Concrete compressive strength averaged for 28 day cylinders. Failure mode not reported - mode assumed based on force-displacement curves (not all are provided). Ultimate load, yield displacement and ultimate displacement not reported.",,,,,,,,,,,,,,,,,,,,
173,"O'Flaherty et al. (2004), 2T8/0/50-1",Control.,R,SS_FPB_MONO,0,100,150,910,750,54,54,53,T_C,2,8,0.670,2,6,D,H-90,0,460.00,496.80,0.377,2,P,65,6,250.0,0.870,OPC,0.44,20,Cube,40.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,250,,41.40,5.18,100.00,4.65,111.23,,,,,Flexural-bending (ductile),"Only target cube strength reported. Yield load, yield and ultimate displacements not reported.",,,,,,,,,,,,,,,,,,,,
174,"O'Flaherty et al. (2004), 2T8/0/50-2",Control.,R,SS_FPB_MONO,0,100,150,910,750,54,54,53,T_C,2,8,0.670,2,6,D,H-90,0,460.00,496.80,0.377,2,P,65,6,250.0,0.870,OPC,0.44,20,Cube,40.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,250,,41.40,5.18,100.00,4.65,111.23,,,,,Flexural-bending (ductile),"Only target cube strength reported. Yield load, yield and ultimate displacements not reported.",,,,,,,,,,,,,,,,,,,,
175,"O'Flaherty et al. (2004), 2T8/5/50-1",Only tensile reinforcement corroded.,R,SS_FPB_MONO,0,100,150,910,750,54,54,53,T_C,2,8,0.670,2,6,D,H-90,0,437.27,475.34,0.377,2,P,65,6,250.0,0.870,OPC,0.44,20,Cube,40.0,IC,Protected compression bars,750,1000.0,14.0,3.5,150,N/A,2.70,750,0.054,250,,42.90,5.36,103.62,4.65,115.26,,,,,Flexural-bending (ductile),"Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in ensile reinforcement. Corrosion reported as mostly distributed, therefore average sample length assumed to be full length of tensile reinforcement straight section. Only target cube strength reported. Yield load, yield and ultimate displacements not reported.",,,,,,,,,,,,,,,,,,,,
176,"O'Flaherty et al. (2004), 2T8/5/50-2",Only tensile reinforcement corroded.,R,SS_FPB_MONO,0,100,150,910,750,54,54,53,T_C,2,8,0.670,2,6,D,H-90,0,430.54,468.98,0.377,2,P,65,6,250.0,0.870,OPC,0.44,20,Cube,40.0,IC,Protected compression bars,750,1000.0,14.0,3.5,150,N/A,3.50,750,0.070,250,,39.20,4.90,94.69,4.65,105.32,,,,,Flexural-bending (ductile),"Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in ensile reinforcement. Corrosion reported as mostly distributed, therefore average sample length assumed to be full length of tensile reinforcement straight section. Only target cube strength reported. Yield load, yield and ultimate displacements not reported.",,,,,,,,,,,,,,,,,,,,
177,"O'Flaherty et al. (2004), 2T8/5/50-3",Only tensile reinforcement corroded.,R,SS_FPB_MONO,0,100,150,910,750,54,54,53,T_C,2,8,0.670,2,6,D,H-90,0,415.38,454.67,0.377,2,P,65,6,250.0,0.870,OPC,0.44,20,Cube,40.0,IC,Protected compression bars,750,1000.0,14.0,3.5,150,N/A,5.30,750,0.106,250,,33.30,4.16,80.43,4.65,89.47,,,,,Flexural-bending (ductile),"Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in ensile reinforcement. Corrosion reported as mostly distributed, therefore average sample length assumed to be full length of tensile reinforcement straight section. Only target cube strength reported. Yield load, yield and ultimate displacements not reported.",,,,,,,,,,,,,,,,,,,,
178,"O'Flaherty et al. (2004), 2T8/5/50-4",Only tensile reinforcement corroded.,R,SS_FPB_MONO,0,100,150,910,750,54,54,53,T_C,2,8,0.670,2,6,D,H-90,0,401.92,441.95,0.377,2,P,65,6,250.0,0.870,OPC,0.44,20,Cube,40.0,IC,Protected compression bars,750,1000.0,14.0,3.5,150,N/A,6.90,750,0.138,250,,34.60,4.33,83.57,4.65,92.96,,,,,Flexural-bending (ductile),"Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in ensile reinforcement. Corrosion reported as mostly distributed, therefore average sample length assumed to be full length of tensile reinforcement straight section. Only target cube strength reported. Yield load, yield and ultimate displacements not reported.",,,,,,,,,,,,,,,,,,,,
179,"O'Flaherty et al. (2004), 2T8/10/50-1",Only tensile reinforcement corroded.,R,SS_FPB_MONO,0,100,150,910,750,54,54,53,T_C,2,8,0.670,2,6,D,H-90,0,395.18,435.59,0.377,2,P,65,6,250.0,0.870,OPC,0.44,20,Cube,40.0,IC,Protected compression bars,750,1000.0,28.0,3.5,150,N/A,7.70,750,0.154,250,,33.50,4.19,80.92,4.65,90.00,,,,,Flexural-bending (ductile),"Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in ensile reinforcement. Corrosion reported as mostly distributed, therefore average sample length assumed to be full length of tensile reinforcement straight section. Only target cube strength reported. Yield load, yield and ultimate displacements not reported.",,,,,,,,,,,,,,,,,,,,
180,"O'Flaherty et al. (2004), 2T8/10/50-2",Only tensile reinforcement corroded.,R,SS_FPB_MONO,0,100,150,910,750,54,54,53,T_C,2,8,0.670,2,6,D,H-90,0,385.08,426.06,0.377,2,P,65,6,250.0,0.870,OPC,0.44,20,Cube,40.0,IC,Protected compression bars,750,1000.0,28.0,3.5,150,N/A,8.90,750,0.178,250,,26.30,3.29,63.53,4.65,70.66,,,,,Flexural-bending (ductile),"Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in ensile reinforcement. Corrosion reported as mostly distributed, therefore average sample length assumed to be full length of tensile reinforcement straight section. Only target cube strength reported. Yield load, yield and ultimate displacements not reported.",,,,,,,,,,,,,,,,,,,,
181,"O'Flaherty et al. (2004), 2T8/15/50-1",Only tensile reinforcement corroded.,R,SS_FPB_MONO,0,100,150,910,750,54,54,53,T_C,2,8,0.670,2,6,D,H-90,0,332.89,376.77,0.377,2,P,65,6,250.0,0.870,OPC,0.44,20,Cube,40.0,IC,Protected compression bars,750,1000.0,35.0,3.5,150,N/A,15.10,750,0.302,250,,17.10,2.14,41.30,4.65,45.94,,,,,Flexural-bending (ductile),"Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in ensile reinforcement. Corrosion reported as mostly distributed, therefore average sample length assumed to be full length of tensile reinforcement straight section. Only target cube strength reported. Yield load, yield and ultimate displacements not reported.",,,,,,,,,,,,,,,,,,,,
182,"O'Flaherty et al. (2004), 2T8/15/50-2",Only tensile reinforcement corroded.,R,SS_FPB_MONO,0,100,150,910,750,54,54,53,T_C,2,8,0.670,2,6,D,H-90,0,321.94,366.44,0.377,2,P,65,6,250.0,0.870,OPC,0.44,20,Cube,40.0,IC,Protected compression bars,750,1000.0,35.0,3.5,150,N/A,16.40,750,0.328,250,,10.10,1.26,24.40,4.65,27.14,,,,,Flexural-bending (ductile),"Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in ensile reinforcement. Corrosion reported as mostly distributed, therefore average sample length assumed to be full length of tensile reinforcement straight section. Only target cube strength reported. Yield load, yield and ultimate displacements not reported.",,,,,,,,,,,,,,,,,,,,
183,"O'Flaherty et al. (2004), 2T10/0/50-1",Control.,R,SS_FPB_MONO,0,100,150,910,750,55,55,53,T_C,2,10,1.047,2,6,D,H-90,0,460.00,496.80,0.377,2,P,65,6,250.0,0.870,OPC,0.44,20,Cube,40.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,250,,62.40,7.80,100.00,6.52,119.70,,,,,Flexural-bending (ductile),"Only target cube strength reported. Yield load, yield and ultimate displacements not reported.",,,,,,,,,,,,,,,,,,,,
184,"O'Flaherty et al. (2004), 2T10/0/50-2",Control.,R,SS_FPB_MONO,0,100,150,910,750,55,55,53,T_C,2,10,1.047,2,6,D,H-90,0,460.00,496.80,0.377,2,P,65,6,250.0,0.870,OPC,0.44,20,Cube,40.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,250,,62.40,7.80,100.00,6.52,119.70,,,,,Flexural-bending (ductile),"Only target cube strength reported. Yield load, yield and ultimate displacements not reported.",,,,,,,,,,,,,,,,,,,,
185,"O'Flaherty et al. (2004), 2T10/5/50-1",Only tensile reinforcement corroded.,R,SS_FPB_MONO,0,100,150,910,750,55,55,53,T_C,2,10,1.047,2,6,D,H-90,0,412.02,451.49,0.377,2,P,65,6,250.0,0.870,OPC,0.44,20,Cube,40.0,IC,Protected compression bars,750,1000.0,14.0,3.5,150,N/A,5.70,750,0.143,250,,63.00,7.88,100.96,6.52,120.86,,,,,Flexural-bending (ductile),"Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in ensile reinforcement. Corrosion reported as mostly distributed, therefore average sample length assumed to be full length of tensile reinforcement straight section. Only target cube strength reported. Yield load, yield and ultimate displacements not reported.",,,,,,,,,,,,,,,,,,,,
186,"O'Flaherty et al. (2004), 2T10/5/50-2",Only tensile reinforcement corroded.,R,SS_FPB_MONO,0,100,150,910,750,55,55,53,T_C,2,10,1.047,2,6,D,H-90,0,408.65,448.31,0.377,2,P,65,6,250.0,0.870,OPC,0.44,20,Cube,40.0,IC,Protected compression bars,750,1000.0,14.0,3.5,150,N/A,6.10,750,0.153,250,,55.00,6.88,88.14,6.52,105.51,,,,,Flexural-bending (ductile),"Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in ensile reinforcement. Corrosion reported as mostly distributed, therefore average sample length assumed to be full length of tensile reinforcement straight section. Only target cube strength reported. Yield load, yield and ultimate displacements not reported.",,,,,,,,,,,,,,,,,,,,
187,"O'Flaherty et al. (2004), 2T10/10/50-1",Only tensile reinforcement corroded.,R,SS_FPB_MONO,0,100,150,910,750,55,55,53,T_C,2,10,1.047,2,6,D,H-90,0,395.18,435.59,0.377,2,P,65,6,250.0,0.870,OPC,0.44,20,Cube,40.0,IC,Protected compression bars,750,1000.0,28.0,3.5,150,N/A,7.70,750,0.193,250,,47.70,5.96,76.44,6.52,91.51,,,,,Flexural-bending (ductile),"Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in ensile reinforcement. Corrosion reported as mostly distributed, therefore average sample length assumed to be full length of tensile reinforcement straight section. Only target cube strength reported. Yield load, yield and ultimate displacements not reported.",,,,,,,,,,,,,,,,,,,,
188,"O'Flaherty et al. (2004), 2T10/10/50-2",Only tensile reinforcement corroded.,R,SS_FPB_MONO,0,100,150,910,750,55,55,53,T_C,2,10,1.047,2,6,D,H-90,0,380.03,421.29,0.377,2,P,65,6,250.0,0.870,OPC,0.44,20,Cube,40.0,IC,Protected compression bars,750,1000.0,28.0,3.5,150,N/A,9.50,750,0.238,250,,50.30,6.29,80.61,6.52,96.49,,,,,Flexural-bending (ductile),"Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in ensile reinforcement. Corrosion reported as mostly distributed, therefore average sample length assumed to be full length of tensile reinforcement straight section. Only target cube strength reported. Yield load, yield and ultimate displacements not reported.",,,,,,,,,,,,,,,,,,,,
189,"O'Flaherty et al. (2004), 2T10/15/50-1",Only tensile reinforcement corroded.,R,SS_FPB_MONO,0,100,150,910,750,55,55,53,T_C,2,10,1.047,2,6,D,H-90,0,374.14,415.72,0.377,2,P,65,6,250.0,0.870,OPC,0.44,20,Cube,40.0,IC,Protected compression bars,750,1000.0,35.0,3.5,150,N/A,10.20,750,0.255,250,,42.80,5.35,68.59,6.52,82.11,,,,,Flexural-bending (ductile),"Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in ensile reinforcement. Corrosion reported as mostly distributed, therefore average sample length assumed to be full length of tensile reinforcement straight section. Only target cube strength reported. Yield load, yield and ultimate displacements not reported.",,,,,,,,,,,,,,,,,,,,
190,"O'Flaherty et al. (2004), 2T10/15/50-2",Only tensile reinforcement corroded.,R,SS_FPB_MONO,0,100,150,910,750,55,55,53,T_C,2,10,1.047,2,6,D,H-90,0,338.78,382.34,0.377,2,P,65,6,250.0,0.870,OPC,0.44,20,Cube,40.0,IC,Protected compression bars,750,1000.0,35.0,3.5,150,N/A,14.40,750,0.360,250,,39.90,4.99,63.94,6.52,76.54,,,,,Flexural-bending (ductile),"Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in ensile reinforcement. Corrosion reported as mostly distributed, therefore average sample length assumed to be full length of tensile reinforcement straight section. Only target cube strength reported. Yield load, yield and ultimate displacements not reported.",,,,,,,,,,,,,,,,,,,,
191,"O'Flaherty et al. (2004), 2T12/0/50-1",Control.,R,SS_FPB_MONO,0,100,150,910,750,56,56,53,T_C,2,12,1.508,2,6,D,H-90,0,460.00,496.80,0.377,2,P,65,6,250.0,0.870,OPC,0.44,20,Cube,40.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,250,,79.30,9.91,100.00,7.79,127.23,,,,,Flexural-bending (ductile),"Only target cube strength reported. Yield load, yield and ultimate displacements not reported.",,,,,,,,,,,,,,,,,,,,
192,"O'Flaherty et al. (2004), 2T12/0/50-2",Control.,R,SS_FPB_MONO,0,100,150,910,750,56,56,53,T_C,2,12,1.508,2,6,D,H-90,0,460.00,496.80,0.377,2,P,65,6,250.0,0.870,OPC,0.44,20,Cube,40.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,250,,79.30,9.91,100.00,7.79,127.23,,,,,Flexural-bending (ductile),"Only target cube strength reported. Yield load, yield and ultimate displacements not reported.",,,,,,,,,,,,,,,,,,,,
193,"O'Flaherty et al. (2004), 2T12/5/50-1",Only tensile reinforcement corroded.,R,SS_FPB_MONO,0,100,150,910,750,56,56,53,T_C,2,12,1.508,2,6,D,H-90,0,449.06,486.47,0.377,2,P,65,6,250.0,0.870,OPC,0.44,20,Cube,40.0,IC,Protected compression bars,750,1000.0,14.0,3.5,150,N/A,1.30,750,0.039,250,,73.80,9.23,93.06,7.79,118.40,,,,,Flexural-bending (ductile),"Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in ensile reinforcement. Corrosion reported as mostly distributed, therefore average sample length assumed to be full length of tensile reinforcement straight section. Only target cube strength reported. Yield load, yield and ultimate displacements not reported.",,,,,,,,,,,,,,,,,,,,
194,"O'Flaherty et al. (2004), 2T12/5/50-2",Only tensile reinforcement corroded.,R,SS_FPB_MONO,0,100,150,910,750,56,56,53,T_C,2,12,1.508,2,6,D,H-90,0,445.69,483.29,0.377,2,P,65,6,250.0,0.870,OPC,0.44,20,Cube,40.0,IC,Protected compression bars,750,1000.0,14.0,3.5,150,N/A,1.70,750,0.051,250,,70.80,8.85,89.28,7.79,113.59,,,,,Flexural-bending (ductile),"Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in ensile reinforcement. Corrosion reported as mostly distributed, therefore average sample length assumed to be full length of tensile reinforcement straight section. Only target cube strength reported. Yield load, yield and ultimate displacements not reported.",,,,,,,,,,,,,,,,,,,,
195,"O'Flaherty et al. (2004), 2T12/10/50-1",Only tensile reinforcement corroded.,R,SS_FPB_MONO,0,100,150,910,750,56,56,53,T_C,2,12,1.508,2,6,D,H-90,0,438.96,476.93,0.377,2,P,65,6,250.0,0.870,OPC,0.44,20,Cube,40.0,IC,Protected compression bars,750,1000.0,28.0,3.5,150,N/A,2.50,750,0.075,250,,63.60,7.95,80.20,7.79,102.04,,,,,Flexural-bending (ductile),"Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in ensile reinforcement. Corrosion reported as mostly distributed, therefore average sample length assumed to be full length of tensile reinforcement straight section. Only target cube strength reported. Yield load, yield and ultimate displacements not reported.",,,,,,,,,,,,,,,,,,,,
196,"O'Flaherty et al. (2004), 2T12/10/50-2",Only tensile reinforcement corroded.,R,SS_FPB_MONO,0,100,150,910,750,56,56,53,T_C,2,12,1.508,2,6,D,H-90,0,433.90,472.16,0.377,2,P,65,6,250.0,0.870,OPC,0.44,20,Cube,40.0,IC,Protected compression bars,750,1000.0,28.0,3.5,150,N/A,3.10,750,0.093,250,,57.30,7.16,72.26,7.79,91.93,,,,,Flexural-bending (ductile),"Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in ensile reinforcement. Corrosion reported as mostly distributed, therefore average sample length assumed to be full length of tensile reinforcement straight section. Only target cube strength reported. Yield load, yield and ultimate displacements not reported.",,,,,,,,,,,,,,,,,,,,
197,"O'Flaherty et al. (2004), 2T12/15/50-1",Only tensile reinforcement corroded.,R,SS_FPB_MONO,0,100,150,910,750,56,56,53,T_C,2,12,1.508,2,6,D,H-90,0,424.64,463.42,0.377,2,P,65,6,250.0,0.870,OPC,0.44,20,Cube,40.0,IC,Protected compression bars,750,1000.0,35.0,3.5,150,N/A,4.20,750,0.126,250,,61.70,7.71,77.81,7.79,98.99,,,,,Flexural-bending (ductile),"Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in ensile reinforcement. Corrosion reported as mostly distributed, therefore average sample length assumed to be full length of tensile reinforcement straight section. Only target cube strength reported. Yield load, yield and ultimate displacements not reported.",,,,,,,,,,,,,,,,,,,,
198,"O'Flaherty et al. (2004), 2T12/15/50-2",Only tensile reinforcement corroded.,R,SS_FPB_MONO,0,100,150,910,750,56,56,53,T_C,2,12,1.508,2,6,D,H-90,0,410.33,449.90,0.377,2,P,65,6,250.0,0.870,OPC,0.44,20,Cube,40.0,IC,Protected compression bars,750,1000.0,35.0,3.5,150,N/A,5.90,750,0.177,250,,50.70,6.34,63.93,7.79,81.34,,,,,Flexural-bending (ductile),"Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in ensile reinforcement. Corrosion reported as mostly distributed, therefore average sample length assumed to be full length of tensile reinforcement straight section. Only target cube strength reported. Yield load, yield and ultimate displacements not reported.",,,,,,,,,,,,,,,,,,,,
199,"El Maaddawy et al. (2005),  Control",Control,R,SS_FPB_MONO,0,152,254,3200,3000,40.5,40.5,37,T_C,2,15,0.915,2,8,D,S,0,450.00,585.00,0.260,2,P,333.3,8,340.0,0.198,OPC,0.55,13,Cylinder,40.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,1000,67.20,75.00,37.50,100.00,31.48,119.11,15.63,73.33,4.30,4.69,Flexural-bending (ductile),"Plain compression bars, deformed tensile bars.",,,,,,,,,,,,,,,,,,,,
200,"El Maaddawy et al. (2005),  A-CN-50",Unloaded during corrosion simulation. Stirrups in flexural zone epoxy coated to protect from corrosion. ,R,SS_FPB_MONO,0,152,254,3200,3000,40.5,40.5,37,T_C,2,15,0.915,2,8,D,S,0,376.71,501.70,0.260,2,P,333.3,8,340.0,0.198,OPC,0.55,13,Cylinder,41.0,IC,Internal stainless steel tube,1400,325.0,50.0,3.5,254,N/A,8.90,200,0.334,1000,61.71,70.22,35.11,93.63,31.54,111.30,14.39,88.96,4.29,6.18,Flexural-bending (ductile),"Plain compression bars, deformed tensile bars. Stainless steel tube embedded in beams to act as cathode. Corrosion restricted to tensile bars in middle 1400 mm. 2.25% Cl- ions (by cement weight) added to mix to initialise depassivation of steel. Salt water fog sprayed over members to corrode.",,,,,,,,,,,,,,,,,,,,
201,"El Maaddawy et al. (2005),  A-CN-110",Unloaded during corrosion simulation. Stirrups in flexural zone epoxy coated to protect from corrosion.,R,SS_FPB_MONO,0,152,254,3200,3000,40.5,40.5,37,T_C,2,15,0.915,2,8,D,S,0,333.06,452.09,0.260,2,P,333.3,8,340.0,0.198,OPC,0.55,13,Cylinder,41.0,IC,Internal stainless steel tube,1400,325.0,110.0,3.5,254,N/A,14.20,200,0.533,1000,57.39,66.76,33.38,89.01,31.54,105.82,13.91,78.39,4.13,5.64,Flexural-bending (ductile),"Plain compression bars, deformed tensile bars. Stainless steel tube embedded in beams to act as cathode. Corrosion restricted to tensile bars in middle 1400 mm. 2.25% Cl- ions (by cement weight) added to mix to initialise depassivation of steel. Salt water fog sprayed over members to corrode.",,,,,,,,,,,,,,,,,,,,
202,"El Maaddawy et al. (2005),  A-CN-210",Unloaded during corrosion simulation. Stirrups in flexural zone epoxy coated to protect from corrosion.,R,SS_FPB_MONO,0,152,254,3200,3000,40.5,40.5,37,T_C,2,15,0.915,2,8,D,S,0,267.18,377.21,0.260,2,P,333.3,8,340.0,0.198,OPC,0.55,13,Cylinder,41.0,IC,Internal stainless steel tube,1400,325.0,210.0,3.5,254,N/A,22.20,200,0.833,1000,50.74,60.02,30.01,80.03,31.54,95.13,12.96,62.38,3.92,4.81,Flexural-bending (ductile),"Plain compression bars, deformed tensile bars. Stainless steel tube embedded in beams to act as cathode. Corrosion restricted to tensile bars in middle 1400 mm. 2.25% Cl- ions (by cement weight) added to mix to initialise depassivation of steel. Salt water fog sprayed over members to corrode.",,,,,,,,,,,,,,,,,,,,
203,"El Maaddawy et al. (2005),  A-CN-310",Unloaded during corrosion simulation. Stirrups in flexural zone epoxy coated to protect from corrosion.,R,SS_FPB_MONO,0,152,254,3200,3000,40.5,40.5,37,T_C,2,15,0.915,2,8,D,S,0,246.71,327.48,0.260,2,P,333.3,8,340.0,0.198,OPC,0.55,13,Cylinder,41.0,IC,Internal stainless steel tube,1400,325.0,310.0,3.5,254,N/A,31.60,200,1.185,1000,44.16,53.27,26.64,71.03,31.54,84.44,11.74,58.96,3.76,5.02,Flexural-bending (ductile),"Plain compression bars, deformed tensile bars. Stainless steel tube embedded in beams to act as cathode. Corrosion restricted to tensile bars in middle 1400 mm. 2.25% Cl- ions (by cement weight) added to mix to initialise depassivation of steel. Salt water fog sprayed over members to corrode.",,,,,,,,,,,,,,,,,,,,
204,"El Maaddawy et al. (2005),  B-CS-50",Corroded under a sustained load of approx. 60% ultimate of control beam. Stirrups in flexural zone epoxy coated to protect from corrosion.,R,SS_FPB_MONO_SUST,60,152,254,3200,3000,40.5,40.5,37,T_C,2,15,0.915,2,8,D,S,0,370.12,494.21,0.260,2,P,333.3,8,340.0,0.198,OPC,0.55,13,Cylinder,41.0,IC,Internal stainless steel tube,1400,325.0,50.0,3.5,254,N/A,9.70,200,0.364,1000,59.88,66.08,33.04,88.11,31.54,104.74,12.34,73.41,4.85,5.95,Flexural-bending (ductile),"Plain compression bars, deformed tensile bars. Stainless steel tube embedded in beams to act as cathode. Corrosion restricted to tensile bars in middle 1400 mm. 2.25% Cl- ions (by cement weight) added to mix to initialise depassivation of steel. Salt water fog sprayed over members to corrode.",,,,,,,,,,,,,,,,,,,,
205,"El Maaddawy et al. (2005),  B-CS-110",Corroded under a sustained load of approx. 60% ultimate of control beam. Stirrups in flexural zone epoxy coated to protect from corrosion.,R,SS_FPB_MONO_SUST,60,152,254,3200,3000,40.5,40.5,37,T_C,2,15,0.915,2,8,D,S,0,323.18,440.86,0.260,2,P,333.3,8,340.0,0.198,OPC,0.55,13,Cylinder,41.0,IC,Internal stainless steel tube,1400,325.0,110.0,3.5,254,N/A,15.40,200,0.578,1000,55.10,64.59,32.30,86.12,31.54,102.38,8.93,85.86,6.17,9.61,Flexural-bending (ductile),"Plain compression bars, deformed tensile bars. Stainless steel tube embedded in beams to act as cathode. Corrosion restricted to tensile bars in middle 1400 mm. 2.25% Cl- ions (by cement weight) added to mix to initialise depassivation of steel. Salt water fog sprayed over members to corrode.",,,,,,,,,,,,,,,,,,,,
206,"El Maaddawy et al. (2005),  B-CS-210",Corroded under a sustained load of approx. 60% ultimate of control beam. Stirrups in flexural zone epoxy coated to protect from corrosion.,R,SS_FPB_MONO_SUST,60,152,254,3200,3000,40.5,40.5,37,T_C,2,15,0.915,2,8,D,S,0,262.24,371.59,0.260,2,P,333.3,8,340.0,0.198,OPC,0.55,13,Cylinder,41.0,IC,Internal stainless steel tube,1400,325.0,210.0,3.5,254,N/A,22.80,200,0.855,1000,50.10,64.18,32.09,85.57,31.54,101.73,8.41,79.90,5.96,9.50,Flexural-bending (ductile),"Plain compression bars, deformed tensile bars. Stainless steel tube embedded in beams to act as cathode. Corrosion restricted to tensile bars in middle 1400 mm. 2.25% Cl- ions (by cement weight) added to mix to initialise depassivation of steel. Salt water fog sprayed over members to corrode.",,,,,,,,,,,,,,,,,,,,
207,"El Maaddawy et al. (2005),  B-CS-310",Corroded under a sustained load of approx. 60% ultimate of control beam. Stirrups in flexural zone epoxy coated to protect from corrosion.,R,SS_FPB_MONO_SUST,60,152,254,3200,3000,40.5,40.5,37,T_C,2,15,0.915,2,8,D,S,0,252.90,336.38,0.260,2,P,333.3,8,340.0,0.198,OPC,0.55,13,Cylinder,41.0,IC,Internal stainless steel tube,1400,325.0,310.0,3.5,254,N/A,30.00,200,1.125,1000,46.14,56.87,28.44,75.83,31.54,90.14,7.42,66.80,6.22,9.00,Flexural-bending (ductile),"Plain compression bars, deformed tensile bars. Stainless steel tube embedded in beams to act as cathode. Corrosion restricted to tensile bars in middle 1400 mm. 2.25% Cl- ions (by cement weight) added to mix to initialise depassivation of steel. Salt water fog sprayed over members to corrode.",,,,,,,,,,,,,,,,,,,,
208,"Azad et al. (2007), BT1-C1",Control,S,SS-FPB-MONO,0,150,150,1100,900,30,30,40,T_C,2,10,0.698,2,8,D,H-180,0,520.00,551.00,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,45.8,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,350,68.60,72.30,12.65,100.00,9.94,127.33,7.40,10.50,9.27,1.42,Flexural-shear,Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
209,"Azad et al. (2007), BT1-C2",Control,S,SS-FPB-MONO,0,150,150,1100,900,30,30,40,T_C,2,10,0.698,2,8,D,H-180,0,520.00,551.00,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,45.8,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,350,51.80,72.00,12.60,100.00,9.94,126.80,4.20,11.60,12.33,2.76,Flexural-bending (ductile),Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
210,"Azad et al. (2007), BT1-2-4-1",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,30,30,40,T_C,2,10,0.698,2,8,D,H-180,0,468.61,503.39,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,38.9,IC,External stainless steel plate,1100,2000.0,4.0,5,25,N/A,5.40,1100,0.135,350,59.50,67.50,11.81,93.56,9.66,122.24,4.30,7.40,13.84,1.72,Flexural-bending (ductile),Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
211,"Azad et al. (2007), BT1-2-4-2",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,30,30,40,T_C,2,10,0.698,2,8,D,H-180,0,468.61,503.39,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,38.9,IC,External stainless steel plate,1100,2000.0,4.0,5,25,N/A,5.40,1100,0.135,350,53.10,64.00,11.20,88.70,9.66,115.90,4.50,10.40,11.80,2.31,Flexural-bending (ductile),Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
212,"Azad et al. (2007), BT1-3-4-1",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,30,30,40,T_C,2,10,0.698,2,8,D,H-180,0,384.87,425.81,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,36.9,IC,External stainless steel plate,1100,3000.0,4.0,5,25,N/A,14.20,1100,0.355,350,41.15,58.00,10.15,80.39,9.57,106.04,3.10,9.50,13.27,3.06,Flexural-bending (ductile),Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
213,"Azad et al. (2007), BT1-3-4-2",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,30,30,40,T_C,2,10,0.698,2,8,D,H-180,0,384.87,425.81,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,36.9,IC,External stainless steel plate,1100,3000.0,4.0,5,25,N/A,14.20,1100,0.355,350,42.00,51.70,9.05,71.66,9.57,94.52,3.90,5.60,10.77,1.44,Flexure-shear,Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
214,"Azad et al. (2007), BT1-2-6-1",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,30,30,40,T_C,2,10,0.698,2,8,D,H-180,0,375.36,417.00,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,45.8,IC,External stainless steel plate,1100,2000.0,6.0,5,25,N/A,15.20,1100,0.380,350,52.10,59.60,10.43,82.61,9.94,104.98,4.50,6.30,11.58,1.40,Flexure-shear,Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
215,"Azad et al. (2007), BT1-2-6-2",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,30,30,40,T_C,2,10,0.698,2,8,D,H-180,0,375.36,417.00,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,45.8,IC,External stainless steel plate,1100,2000.0,6.0,5,25,N/A,15.20,1100,0.380,350,43.10,51.50,9.01,71.38,9.94,90.71,4.00,6.70,10.78,1.68,Flexure-shear,Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
216,"Azad et al. (2007), BT1-3-6-1",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,30,30,40,T_C,2,10,0.698,2,8,D,H-180,0,316.36,362.34,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,46.5,IC,External stainless steel plate,1100,3000.0,6.0,5,25,N/A,21.40,1100,0.535,350,39.90,50.60,8.86,70.13,9.96,88.91,4.40,10.50,9.07,2.39,Flexural-bending (ductile),Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
217,"Azad et al. (2007), BT1-3-6-2",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,30,30,40,T_C,2,10,0.698,2,8,D,H-180,0,316.36,362.34,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,46.5,IC,External stainless steel plate,1100,3000.0,6.0,5,25,N/A,21.40,1100,0.535,350,44.10,54.10,9.47,74.98,9.96,95.06,3.90,8.90,11.31,2.28,Flexural-bending (ductile),Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
218,"Azad et al. (2007), BT1-2-8-1",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,30,30,40,T_C,2,10,0.698,2,8,D,H-180,0,315.41,361.46,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,33.4,IC,External stainless steel plate,1100,2000.0,8.0,5,25,N/A,21.50,1100,0.538,350,39.90,50.10,8.77,69.44,9.40,93.28,4.30,10.10,9.28,2.35,Flexure-shear,Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
219,"Azad et al. (2007), BT1-2-8-2",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,30,30,40,T_C,2,10,0.698,2,8,D,H-180,0,315.41,361.46,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,33.4,IC,External stainless steel plate,1100,2000.0,8.0,5,25,N/A,21.50,1100,0.538,350,34.70,44.60,7.81,61.82,9.40,83.04,3.70,7.60,9.38,2.05,Flexure-shear,Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
220,"Azad et al. (2007), BT1-3-8-1",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,30,30,40,T_C,2,10,0.698,2,8,D,H-180,0,287.77,311.59,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,46.5,IC,External stainless steel plate,1100,3000.0,8.0,5,25,N/A,31.00,1100,0.775,350,29.00,31.10,5.44,43.10,9.96,54.65,2.80,4.20,10.36,1.50,Flexure-shear,Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
221,"Azad et al. (2007), BT1-3-8-2",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,30,30,40,T_C,2,10,0.698,2,8,D,H-180,0,287.77,311.59,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,46.5,IC,External stainless steel plate,1100,3000.0,8.0,5,25,N/A,31.00,1100,0.775,350,37.00,42.60,7.46,59.04,9.96,74.85,3.40,6.80,10.88,2.00,Flexural-bending (ductile),Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
222,"Azad et al. (2007), BT2-C-1",Control,S,SS-FPB-MONO,0,150,150,1100,900,31,31,40,T_C,2,12,1.005,2,8,D,H-180,0,590.00,700.00,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,36.3,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,350,91.00,91.00,15.93,100.00,14.00,113.77,6.00,6.20,15.17,1.03,Flexural-bending (ductile),Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
223,"Azad et al. (2007), BT2-C-2",Control,S,SS-FPB-MONO,0,150,150,1100,900,31,31,40,T_C,2,12,1.005,2,8,D,H-180,0,590.00,700.00,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,36.3,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,350,76.70,78.80,13.79,100.00,14.00,98.52,6.40,8.90,11.98,1.39,Flexure-shear,Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
224,"Azad et al. (2007), BT2-2-4-1",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,31,31,40,T_C,2,12,1.005,2,8,D,H-180,0,530.62,638.40,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,39.9,IC,External stainless steel plate,1100,2000.0,4.0,5,25,N/A,5.50,1100,0.165,350,70.80,70.80,12.39,83.39,14.22,87.15,5.20,6.40,13.62,1.23,Flexure-shear,Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
225,"Azad et al. (2007), BT2-2-4-2",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,31,31,40,T_C,2,12,1.005,2,8,D,H-180,0,530.62,638.40,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,39.9,IC,External stainless steel plate,1100,2000.0,4.0,5,25,N/A,5.50,1100,0.165,350,71.30,74.90,13.11,88.22,14.22,92.19,4.20,8.10,16.98,1.93,Flexural-bending (ductile),Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
226,"Azad et al. (2007), BT2-3-4-1",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,31,31,40,T_C,2,12,1.005,2,8,D,H-180,0,494.99,601.44,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,35.7,IC,External stainless steel plate,1100,3000.0,4.0,5,25,N/A,8.80,1100,0.264,350,93.90,99.10,17.34,116.73,13.96,124.26,5.50,9.00,17.07,1.64,Flexural-bending (brittle),Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
227,"Azad et al. (2007), BT2-3-4-2",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,31,31,40,T_C,2,12,1.005,2,8,D,H-180,0,494.99,601.44,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,35.7,IC,External stainless steel plate,1100,3000.0,4.0,5,25,N/A,8.80,1100,0.264,350,65.90,68.30,11.95,80.45,13.96,85.64,4.30,7.00,15.33,1.63,Flexural-bending (ductile),Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
228,"Azad et al. (2007), BT2-2-6-1",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,31,31,40,T_C,2,12,1.005,2,8,D,H-180,0,372.98,474.88,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,44.5,IC,External stainless steel plate,1100,2000.0,6.0,5,25,N/A,20.10,1100,0.603,350,63.20,63.20,11.06,74.44,14.46,76.51,4.20,5.60,15.05,1.33,Flexure-shear,Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
229,"Azad et al. (2007), BT2-2-6-2",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,31,31,40,T_C,2,12,1.005,2,8,D,H-180,0,372.98,474.88,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,44.5,IC,External stainless steel plate,1100,2000.0,6.0,5,25,N/A,20.10,1100,0.603,350,55.80,55.80,9.77,65.72,14.46,67.55,5.10,6.50,10.94,1.27,Flexure-shear,Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
230,"Azad et al. (2007), BT2-3-6-1",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,31,31,40,T_C,2,12,1.005,2,8,D,H-180,0,438.84,543.20,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,44.2,IC,External stainless steel plate,1100,3000.0,6.0,5,25,N/A,14.00,1100,0.420,350,84.10,84.80,14.84,99.88,14.44,102.74,4.80,7.40,17.52,1.54,Flexure-shear,Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
231,"Azad et al. (2007), BT2-3-6-2",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,31,31,40,T_C,2,12,1.005,2,8,D,H-180,0,438.84,543.20,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,44.2,IC,External stainless steel plate,1100,3000.0,6.0,5,25,N/A,14.00,1100,0.420,350,58.00,60.10,10.52,70.79,14.44,72.81,5.20,8.40,11.15,1.62,Flexural-bending (ductile),Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
232,"Azad et al. (2007), BT2-2-8-1",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,31,31,40,T_C,2,12,1.005,2,8,D,H-180,0,342.75,443.52,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,44.7,IC,External stainless steel plate,1100,2000.0,8.0,5,25,N/A,22.90,1100,0.687,350,52.10,55.00,9.63,64.78,14.47,66.53,4.50,5.70,11.58,1.27,Flexure-shear,Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
233,"Azad et al. (2007), BT2-2-8-2",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,31,31,40,T_C,2,12,1.005,2,8,D,H-180,0,342.75,443.52,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,44.7,IC,External stainless steel plate,1100,2000.0,8.0,5,25,N/A,22.90,1100,0.687,350,37.20,46.80,8.19,55.12,14.47,56.61,3.80,7.30,9.79,1.92,Flexure-shear,Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
234,"Azad et al. (2007), BT2-3-8-1",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,31,31,40,T_C,2,12,1.005,2,8,D,H-180,0,314.68,414.40,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,37.7,IC,External stainless steel plate,1100,3000.0,8.0,5,25,N/A,25.50,1100,0.765,350,37.70,38.50,6.74,45.35,14.08,47.84,4.70,6.30,8.02,1.34,Flexure-shear,Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
235,"Azad et al. (2007), BT2-3-8-2",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,31,31,40,T_C,2,12,1.005,2,8,D,H-180,0,314.68,414.40,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,37.7,IC,External stainless steel plate,1100,3000.0,8.0,5,25,N/A,25.50,1100,0.765,350,47.90,47.90,8.38,56.42,14.08,59.52,4.70,5.40,10.19,1.15,Flexure-shear,Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
236,"Azad et al. (2007), BT3-C-1",Control,S,SS-FPB-MONO,0,150,150,1100,900,45,45,40,T_C,2,10,0.698,2,8,D,H-180,0,520.00,551.00,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,46.5,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,350,61.90,67.40,11.80,100.00,8.74,135.02,4.20,6.30,14.74,1.50,Flexural-bending (ductile),Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
237,"Azad et al. (2007), BT3-C-2",Control,S,SS-FPB-MONO,0,150,150,1100,900,45,45,40,T_C,2,10,0.698,2,8,D,H-180,0,520.00,551.00,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,46.5,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,350,67.70,76.40,13.37,100.00,8.74,153.04,5.10,7.70,13.27,1.51,Flexure-shear,Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
238,"Azad et al. (2007), BT3-2-4-1",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,45,45,40,T_C,2,10,0.698,2,8,D,H-180,0,443.87,480.47,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,40.2,IC,External stainless steel plate,1100,2000.0,4.0,5,40,N/A,8.00,1100,0.200,350,53.80,59.00,10.33,82.06,8.49,121.57,10.10,23.30,5.33,2.31,Flexure-shear,Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
239,"Azad et al. (2007), BT3-2-4-2",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,45,45,40,T_C,2,10,0.698,2,8,D,H-180,0,443.87,480.47,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,40.2,IC,External stainless steel plate,1100,2000.0,4.0,5,40,N/A,8.00,1100,0.200,350,55.60,66.10,11.57,91.93,8.49,136.20,4.10,6.90,13.56,1.68,Flexure-shear,Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
240,"Azad et al. (2007), BT3-3-4-1",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,45,45,40,T_C,2,10,0.698,2,8,D,H-180,0,433.40,470.77,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,35.7,IC,External stainless steel plate,1100,3000.0,4.0,5,40,N/A,9.10,1100,0.228,350,58.10,63.10,11.04,87.76,8.29,133.22,4.60,8.70,12.63,1.89,Flexure-shear,Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
241,"Azad et al. (2007), BT3-3-4-2",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,45,45,40,T_C,2,10,0.698,2,8,D,H-180,0,433.40,470.77,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,35.7,IC,External stainless steel plate,1100,3000.0,4.0,5,40,N/A,9.10,1100,0.228,350,48.20,58.10,10.17,80.81,8.29,122.67,4.40,9.60,10.95,2.18,Flexural-bending (ductile),Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
242,"Azad et al. (2007), BT3-2-6-1",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,45,45,40,T_C,2,10,0.698,2,8,D,H-180,0,423.89,461.96,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,33.4,IC,External stainless steel plate,1100,2000.0,6.0,5,40,N/A,10.10,1100,0.253,350,43.70,51.70,9.05,71.91,8.17,110.68,4.50,7.00,9.71,1.56,Flexure-shear,Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
243,"Azad et al. (2007), BT3-2-6-2",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,45,45,40,T_C,2,10,0.698,2,8,D,H-180,0,423.89,461.96,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,33.4,IC,External stainless steel plate,1100,2000.0,6.0,5,40,N/A,10.10,1100,0.253,350,60.60,60.60,10.61,84.28,8.17,129.74,4.30,5.80,14.09,1.35,Flexure-shear,Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
244,"Azad et al. (2007), BT3-3-6-1",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,45,45,40,T_C,2,10,0.698,2,8,D,H-180,0,352.52,395.84,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,44.2,IC,External stainless steel plate,1100,3000.0,6.0,5,40,N/A,17.60,1100,0.440,350,44.90,52.70,9.22,73.30,8.65,106.58,3.30,8.10,13.61,2.45,Flexural-bending (ductile),Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
245,"Azad et al. (2007), BT3-3-6-2",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,45,45,40,T_C,2,10,0.698,2,8,D,H-180,0,352.52,395.84,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,44.2,IC,External stainless steel plate,1100,3000.0,6.0,5,40,N/A,17.60,1100,0.440,350,53.20,57.90,10.13,80.53,8.65,117.09,4.00,7.80,13.30,1.95,Flexure-shear,Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
246,"Azad et al. (2007), BT3-2-8-1",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,45,45,40,T_C,2,10,0.698,2,8,D,H-180,0,316.36,362.34,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,33.4,IC,External stainless steel plate,1100,2000.0,8.0,5,40,N/A,21.40,1100,0.535,350,43.90,52.20,9.14,72.60,8.17,111.75,3.80,6.40,11.55,1.68,Flexure-shear,Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
247,"Azad et al. (2007), BT3-2-8-2",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,45,45,40,T_C,2,10,0.698,2,8,D,H-180,0,316.36,362.34,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,33.4,IC,External stainless steel plate,1100,2000.0,8.0,5,40,N/A,21.40,1100,0.535,350,40.10,41.00,7.18,57.02,8.17,87.78,4.80,6.00,8.35,1.25,Flexure-shear,Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
248,"Azad et al. (2007), BT3-3-8-1",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,45,45,40,T_C,2,10,0.698,2,8,D,H-180,0,270.77,291.70,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,33.4,IC,External stainless steel plate,1100,3000.0,8.0,5,40,N/A,34.80,1100,0.870,350,45.50,47.10,8.24,65.51,8.17,100.83,3.80,4.70,11.97,1.24,Flexure-shear,Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
249,"Azad et al. (2007), BT3-3-8-2",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,45,45,40,T_C,2,10,0.698,2,8,D,H-180,0,270.77,291.70,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,33.4,IC,External stainless steel plate,1100,3000.0,8.0,5,40,N/A,34.80,1100,0.870,350,33.10,37.90,6.63,52.71,8.17,81.14,4.20,6.40,7.88,1.52,Flexure-shear,Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
250,"Azad et al. (2007), BT4-C-1",Control,S,SS-FPB-MONO,0,150,150,1100,900,46,46,40,T_C,2,12,1.005,2,8,D,H-180,0,590.00,700.00,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,46.1,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,350,68.30,76.20,13.34,100.00,13.55,98.41,4.30,6.00,15.88,1.40,Flexure-shear,Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
251,"Azad et al. (2007), BT4-C-2",Control,S,SS-FPB-MONO,0,150,150,1100,900,46,46,40,T_C,2,12,1.005,2,8,D,H-180,0,590.00,700.00,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,46.1,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,350,66.40,72.30,12.65,100.00,13.55,93.37,4.30,5.90,15.44,1.37,Flexure-shear,Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
252,"Azad et al. (2007), BT4-2-4-1",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,46,46,40,T_C,2,12,1.005,2,8,D,H-180,0,504.70,611.52,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,36.9,IC,External stainless steel plate,1100,2000.0,4.0,5,40,N/A,7.90,1100,0.237,350,66.30,67.30,11.78,90.64,13.09,89.98,4.90,7.60,13.53,1.55,Flexural-bending (ductile),Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
253,"Azad et al. (2007), BT4-2-4-2",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,46,46,40,T_C,2,12,1.005,2,8,D,H-180,0,504.70,611.52,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,36.9,IC,External stainless steel plate,1100,2000.0,4.0,5,40,N/A,7.90,1100,0.237,350,66.00,71.20,12.46,95.89,13.09,95.20,4.70,8.10,14.04,1.72,Flexural-bending (ductile),Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
254,"Azad et al. (2007), BT4-3-4-1",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,46,46,40,T_C,2,12,1.005,2,8,D,H-180,0,472.31,577.92,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,46.5,IC,External stainless steel plate,1100,3000.0,4.0,5,40,N/A,10.90,1100,0.327,350,66.40,68.70,12.02,92.53,13.57,88.61,5.00,7.30,13.28,1.46,Flexure-shear,Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
255,"Azad et al. (2007), BT4-3-4-2",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,46,46,40,T_C,2,12,1.005,2,8,D,H-180,0,472.31,577.92,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,46.5,IC,External stainless steel plate,1100,3000.0,4.0,5,40,N/A,10.90,1100,0.327,350,61.30,62.50,10.94,84.18,13.57,80.61,5.20,7.20,11.79,1.38,Flexure-shear,Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
256,"Azad et al. (2007), BT4-2-6-1",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,46,46,40,T_C,2,12,1.005,2,8,D,H-180,0,445.32,549.92,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,46.5,IC,External stainless steel plate,1100,2000.0,6.0,5,40,N/A,13.40,1100,0.402,350,58.80,65.10,11.39,87.68,13.57,83.97,4.20,6.50,14.00,1.55,Flexure-shear,Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
257,"Azad et al. (2007), BT4-2-6-2",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,46,46,40,T_C,2,12,1.005,2,8,D,H-180,0,445.32,549.92,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,46.5,IC,External stainless steel plate,1100,2000.0,6.0,5,40,N/A,13.40,1100,0.402,350,55.70,57.50,10.06,77.44,13.57,74.17,4.60,7.20,12.11,1.57,Flexural-bending (brittle),Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
258,"Azad et al. (2007), BT4-3-6-1",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,46,46,40,T_C,2,12,1.005,2,8,D,H-180,0,389.18,491.68,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,40.9,IC,External stainless steel plate,1100,3000.0,6.0,5,40,N/A,18.60,1100,0.558,350,49.60,51.40,9.00,69.23,13.31,67.59,4.50,6.20,11.02,1.38,Flexure-shear,Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
259,"Azad et al. (2007), BT4-3-6-2",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,46,46,40,T_C,2,12,1.005,2,8,D,H-180,0,389.18,491.68,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,40.9,IC,External stainless steel plate,1100,3000.0,6.0,5,40,N/A,18.60,1100,0.558,350,67.50,76.13,13.32,102.53,13.31,100.10,3.90,6.80,17.31,1.74,Flexure-shear,Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
260,"Azad et al. (2007), BT4-2-8-1",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,46,46,40,T_C,2,12,1.005,2,8,D,H-180,0,395.65,498.40,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,40.9,IC,External stainless steel plate,1100,2000.0,8.0,5,40,N/A,18.00,1100,0.540,350,41.10,51.20,8.96,68.96,13.31,67.33,2.70,4.90,15.22,1.81,Flexure-shear,Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
261,"Azad et al. (2007), BT4-2-8-2",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,46,46,40,T_C,2,12,1.005,2,8,D,H-180,0,395.65,498.40,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,40.9,IC,External stainless steel plate,1100,2000.0,8.0,5,40,N/A,18.00,1100,0.540,350,41.20,45.60,7.98,61.41,13.31,59.96,2.80,3.70,14.71,1.32,Flexure-shear,Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
262,"Azad et al. (2007), BT4-3-8-1",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,46,46,40,T_C,2,12,1.005,2,8,D,H-180,0,366.50,468.16,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,37.7,IC,External stainless steel plate,1100,3000.0,8.0,5,40,N/A,20.70,1100,0.621,350,41.45,43.50,7.61,58.59,13.13,57.97,4.10,5.90,10.11,1.44,Flexure-shear,Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
263,"Azad et al. (2007), BT4-3-8-2",Top two holding bars for stirrups epoxy coated.,S,SS-FPB-MONO,0,150,150,1100,900,46,46,40,T_C,2,12,1.005,2,8,D,H-180,0,366.50,468.16,0.447,2,D,90,6,250.0,0.419,OPC,0.45,13,Cylinder,37.7,IC,External stainless steel plate,1100,3000.0,8.0,5,40,N/A,20.70,1100,0.621,350,50.20,50.20,8.79,67.61,13.13,66.90,3.70,3.90,13.57,1.05,Flexure-shear,Assumed both full length tension bars extracted and measured for mass loss. Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
264,"Du et al. (2007), C120A",Control,R,SS_FPB_MONO,0,150,200,2100,1800,36,36,26,T_C,2,32,5.362,2,12,D,S,0,498.00,604.00,0.754,2,D,150,8,526.0,0.447,OPC,0.65,,Cylinder,48.5,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,750,180.00,180.00,67.50,105.73,102.94,65.57,13.80,25.00,13.04,1.81,Flexural-shear,"Four different tensile reinforcement categories investigated - very under-reinforced, under-reinforced, balanced and over-reinforced.",,,,,,,,,,,,,,,,,,,,
265,"Du et al. (2007), C120B",Control,R,SS_FPB_MONO,0,150,200,2100,1800,36,36,26,T_C,2,32,5.362,2,12,D,S,0,498.00,604.00,0.754,2,D,150,8,526.0,0.447,OPC,0.65,,Cylinder,37.2,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,750,160.50,160.50,60.19,94.27,98.93,60.84,14.00,46.00,11.46,3.29,Flexural-shear,"Four different tensile reinforcement categories investigated - very under-reinforced, under-reinforced, balanced and over-reinforced.",,,,,,,,,,,,,,,,,,,,
266,"Du et al. (2007), T322",Central 600 mm  length of tensile reinforcement corroded.,R,SS_FPB_MONO,0,150,200,2100,1800,36,36,26,T_C,2,32,5.362,2,12,D,S,0,476.13,580.81,0.754,2,D,150,8,526.0,0.447,OPC,0.65,,Cylinder,43.8,IC,External stainless steel plate,600,900.0,60.0,3.5,75,N/A,2.40,600,0.192,750,170.40,174.90,65.59,102.73,101.35,64.71,14.50,31.00,11.75,2.14,Flexural-shear,"Four different tensile reinforcement categories investigated - very under-reinforced, under-reinforced, balanced and over-reinforced. Time dependant deflection under beams own self-weight measured through the corrosion phase.",,,,,,,,,,,,,,,,,,,,
267,"Du et al. (2007), L082",Central 600 mm  length of stirrup reinforcement corroded.,R,SS_FPB_MONO,0,150,200,2100,1800,36,36,26,T_C,2,32,5.362,2,12,D,S,0,446.96,549.88,0.754,2,D,150,8,526.0,0.447,OPC,0.65,,Cylinder,37.6,IC,External stainless steel plate,600,250.0,60.0,3.5,75,N/A,5.60,600,0.448,750,119.30,126.50,47.44,74.30,99.09,47.88,14.00,62.00,8.52,4.43,Flexural-shear,"Four different tensile reinforcement categories investigated - very under-reinforced, under-reinforced, balanced and over-reinforced.",,,,,,,,,,,,,,,,,,,,
268,"Du et al. (2007), T160",Control,R,SS_FPB_MONO,0,150,200,2100,1800,28,28,26,T_C,4,16,2.681,2,12,D,S,0,529.00,627.00,0.754,2,D,150,8,526.0,0.447,OPC,0.65,,Cylinder,48.1,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,750,149.87,159.28,59.73,100.00,58.07,102.86,17.00,33.00,8.82,1.94,Flexural-shear,"Four different tensile reinforcement categories investigated - very under-reinforced, under-reinforced, balanced and over-reinforced.",,,,,,,,,,,,,,,,,,,,
269,"Du et al. (2007), T162",Central 600 mm  length of tensile reinforcement corroded.,R,SS_FPB_MONO,0,150,200,2100,1800,28,28,26,T_C,4,16,2.681,2,12,D,S,0,496.09,592.89,0.754,2,D,150,8,526.0,0.447,OPC,0.65,,Cylinder,48.6,IC,External stainless steel plate,600,450.0,60.0,3.5,75,N/A,3.40,600,0.136,750,148.57,151.43,56.79,95.07,58.15,97.66,16.50,41.00,9.00,2.48,Flexural-shear,"Four different tensile reinforcement categories investigated - very under-reinforced, under-reinforced, balanced and over-reinforced. Time dependant deflection under beams own self-weight measured through the corrosion phase.",,,,,,,,,,,,,,,,,,,,
270,"Du et al. (2007), T163",Central 600 mm  length of tensile reinforcement corroded.,R,SS_FPB_MONO,0,150,200,2100,1800,28,28,26,T_C,4,16,2.681,2,12,D,S,0,465.11,560.79,0.754,2,D,150,8,526.0,0.447,OPC,0.65,,Cylinder,48.6,IC,External stainless steel plate,600,450.0,90.0,3.5,75,N/A,6.60,600,0.264,750,128.98,135.90,50.96,85.32,58.15,87.64,16.50,41.00,7.82,2.48,Flexural-shear,"Four different tensile reinforcement categories investigated - very under-reinforced, under-reinforced, balanced and over-reinforced. Time dependant deflection under beams own self-weight measured through the corrosion phase.",,,,,,,,,,,,,,,,,,,,
271,"Du et al. (2007), T164",Central 600 mm  length of tensile reinforcement corroded.,R,SS_FPB_MONO,0,150,200,2100,1800,28,28,26,T_C,4,16,2.681,2,12,D,S,0,429.29,523.67,0.754,2,D,150,8,526.0,0.447,OPC,0.65,,Cylinder,48.6,IC,External stainless steel plate,600,450.0,120.0,3.5,75,N/A,10.30,600,0.412,750,129.80,130.60,48.98,81.99,58.15,84.22,16.00,44.00,8.11,2.75,Flexural-shear,Time dependant deflection under beams own self-weight measured through the corrosion phase.,,,,,,,,,,,,,,,,,,,,
272,"Du et al. (2007), T680",Control,R,SS_FPB_MONO,0,150,200,2100,1800,28,28,24,T_C,2,16,1.340,2,8,D,S,0,529.00,627.00,0.335,2,D,150,8,526.0,0.447,OPC,0.65,,Cylinder,35.7,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,750,79.88,83.10,31.16,100.00,32.23,96.70,21.00,87.00,3.80,4.14,Flexural-bending (ductile),"Four different tensile reinforcement categories investigated - very under-reinforced, under-reinforced, balanced and over-reinforced.",,,,,,,,,,,,,,,,,,,,
273,"Du et al. (2007), T682",Central 600 mm  length of tensile reinforcement corroded.,R,SS_FPB_MONO,0,150,200,2100,1800,28,28,24,T_C,2,16,1.340,2,8,D,S,0,443.81,538.72,0.335,2,D,150,8,526.0,0.447,OPC,0.65,,Cylinder,35.7,IC,External stainless steel plate,600,450.0,60.0,3.5,75,N/A,8.80,600,0.352,750,73.85,77.40,29.03,93.14,32.23,90.07,21.00,63.50,3.52,3.02,Flexural-bending (ductile),"Four different tensile reinforcement categories investigated - very under-reinforced, under-reinforced, balanced and over-reinforced. Time dependant deflection under beams own self-weight measured through the corrosion phase.",,,,,,,,,,,,,,,,,,,,
274,"Du et al. (2007), T280",Control,R,SS_FPB_MONO,0,150,200,2100,1800,26,26,24,T_C,2,12,0.754,2,8,D,S,0,489.00,595.00,0.335,2,D,150,8,526.0,0.447,OPC,0.65,,Cylinder,35.8,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,750,48.90,52.50,19.69,100.00,19.37,101.62,23.50,100.00,2.08,4.26,Flexural-bending (ductile),"Four different tensile reinforcement categories investigated - very under-reinforced, under-reinforced, balanced and over-reinforced.",,,,,,,,,,,,,,,,,,,,
275,"Du et al. (2007), T282",Central 600 mm  length of tensile reinforcement corroded.,R,SS_FPB_MONO,0,150,200,2100,1800,26,26,24,T_C,2,12,0.754,2,8,D,S,0,389.67,489.33,0.335,2,D,150,8,526.0,0.447,OPC,0.65,,Cylinder,44.5,IC,External stainless steel plate,600,350.0,60.0,3.5,75,N/A,11.10,600,0.333,750,44.10,47.50,17.81,90.48,19.64,90.71,25.50,92.00,1.73,3.61,Flexural-bending (ductile),"Four different tensile reinforcement categories investigated - very under-reinforced, under-reinforced, balanced and over-reinforced. Time dependant deflection under beams own self-weight measured through the corrosion phase.",,,,,,,,,,,,,,,,,,,,
276,"Du et al. (2007), T120A",Control,R,SS_FPB_MONO,0,150,200,2100,1800,26,26,26,T_C,2,12,0.754,2,12,D,S,0,489.00,595.00,0.754,2,D,150,8,526.0,0.447,OPC,0.65,,Cylinder,47.1,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,750,46.90,52.50,19.69,100.00,18.23,108.02,23.50,100.00,2.00,4.26,Flexural-bending (ductile),"Four different tensile reinforcement categories investigated - very under-reinforced, under-reinforced, balanced and over-reinforced.",,,,,,,,,,,,,,,,,,,,
277,"Du et al. (2007), T120B",Control,R,SS_FPB_MONO,0,150,200,2100,1800,26,26,26,T_C,2,12,0.754,2,12,D,S,0,489.00,595.00,0.754,2,D,150,8,526.0,0.447,OPC,0.65,,Cylinder,34.4,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,750,46.90,52.50,19.69,100.00,17.83,110.43,23.50,100.00,2.00,4.26,Flexural-bending (ductile),"Four different tensile reinforcement categories investigated - very under-reinforced, under-reinforced, balanced and over-reinforced.",,,,,,,,,,,,,,,,,,,,
278,"Du et al. (2007), T122",Central 600 mm  length of tensile reinforcement corroded.,R,SS_FPB_MONO,0,150,200,2100,1800,26,26,26,T_C,2,12,0.754,2,12,D,S,0,397.72,497.90,0.754,2,D,150,8,526.0,0.447,OPC,0.65,,Cylinder,47.1,IC,External stainless steel plate,600,350.0,60.0,3.5,75,N/A,10.20,600,0.306,750,37.20,42.80,16.05,81.52,18.23,88.05,22.00,48.50,1.69,2.20,Flexural-bending (ductile),"Four different tensile reinforcement categories investigated - very under-reinforced, under-reinforced, balanced and over-reinforced. Time dependant deflection under beams own self-weight measured through the corrosion phase.",,,,,,,,,,,,,,,,,,,,
279,"Du et al. (2007), R120",Control,R,SS_FPB_MONO,0,150,200,2100,1800,26,26,26,T_C,2,12,0.754,2,12,P,S,0,385.00,539.00,0.754,2,D,150,8,526.0,0.447,OPC,0.65,,Cylinder,35.2,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,750,34.80,37.50,14.06,100.00,14.22,98.89,26.50,100.00,1.31,3.77,Flexural-bending (ductile),"Four different tensile reinforcement categories investigated - very under-reinforced, under-reinforced, balanced and over-reinforced.",,,,,,,,,,,,,,,,,,,,
280,"Du et al. (2007), R122",Central 600 mm  length of plain tensile reinforcement corroded.,R,SS_FPB_MONO,0,150,200,2100,1800,26,26,26,T_C,2,12,0.754,2,12,P,S,0,311.02,448.45,0.754,2,D,150,8,526.0,0.447,OPC,0.65,,Cylinder,35.2,IC,External stainless steel plate,600,350.0,60.0,3.5,75,N/A,10.50,600,0.315,750,30.70,34.75,13.03,92.67,14.22,91.63,26.50,89.50,1.16,3.38,Flexural-bending (ductile),"Four different tensile reinforcement categories investigated - very under-reinforced, under-reinforced, balanced and over-reinforced. Time dependant deflection under beams own self-weight measured through the corrosion phase.",,,,,,,,,,,,,,,,,,,,
281,"Torres-Acosta et al. (2007), B01c ",Control,R,SS_TPB_MONO,0,100,150,1500,1500,50,25,0,ST,1,10,0.524,0,0,D,S,0,415.00,664.00,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,13,Cylinder,27.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,750,11.00,11.60,4.35,100.00,3.84,113.20,7.16,11.87,1.54,1.66,Flexural-bending (ductile),Concrete compressive strength averaged for 28 day cylinders.,,,,,,,,,,,,,,,,,,,,
282,"Torres-Acosta et al. (2007), B02c ",Control,R,SS_TPB_MONO,0,100,150,1500,1500,50,25,0,ST,1,10,0.524,0,0,D,S,0,415.00,664.00,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,13,Cylinder,27.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,750,12.20,12.80,4.80,100.00,3.84,124.91,7.42,11.73,1.64,1.58,Flexural-bending (ductile),Concrete compressive strength averaged for 28 day cylinders.,,,,,,,,,,,,,,,,,,,,
283,"Torres-Acosta et al. (2007), B03",Corrosion initiated approx. 50 days after casting.,R,SS_TPB_MONO,0,100,150,1500,1500,50,25,0,ST,1,10,0.524,0,0,D,S,0,344.83,565.83,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,13,Cylinder,27.0,IC,External steel plate,1500,80.0,40.0,3.5,1,N/A,9.24,1500,0.231,750,7.30,7.90,2.96,65.83,3.84,77.09,7.16,12.75,1.02,1.78,Flexural-bending (brittle),Chloride ions cast in concrete (3% by cement weight) mixture across entire length to initially depassivate steel and remove need for wetting/drying. Concrete compressive strength averaged for 28 day cylinders.,,,,,,,,,,,,,,,,,,,,
284,"Torres-Acosta et al. (2007), B04",Corrosion initiated approx. 50 days after casting.,R,SS_TPB_MONO,0,100,150,1500,1500,50,25,0,ST,1,10,0.524,0,0,D,S,0,294.25,495.08,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,13,Cylinder,27.0,IC,External steel plate,1500,80.0,80.0,3.5,1,N/A,15.90,1500,0.398,750,4.30,4.30,1.61,35.83,3.84,41.96,3.45,6.75,1.25,1.96,Flexural-bending (brittle),Chloride ions cast in concrete (3% by cement weight) mixture across entire length to initially depassivate steel and remove need for wetting/drying. Concrete compressive strength averaged for 28 day cylinders.,,,,,,,,,,,,,,,,,,,,
285,"Torres-Acosta et al. (2007), B05",Corrosion initiated approx. 50 days after casting.,R,SS_TPB_MONO,0,100,150,1500,1500,50,25,0,ST,1,10,0.524,0,0,D,S,0,288.93,487.64,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,13,Cylinder,27.0,IC,External steel plate,1500,80.0,80.0,3.5,1,N/A,16.60,1500,0.415,750,4.50,5.70,2.14,47.50,3.84,55.62,3.42,11.11,1.32,3.25,Flexural-bending (brittle),Chloride ions cast in concrete (3% by cement weight) mixture across entire length to initially depassivate steel and remove need for wetting/drying. Concrete compressive strength averaged for 28 day cylinders.,,,,,,,,,,,,,,,,,,,,
286,"Torres-Acosta et al. (2007), B06",Corrosion initiated approx. 50 days after casting.,R,SS_TPB_MONO,0,100,150,1500,1500,50,25,0,ST,1,10,0.524,0,0,D,S,0,332.98,549.26,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,13,Cylinder,27.0,IC,External steel plate,1500,80.0,40.0,3.5,1,N/A,10.80,1500,0.270,750,7.80,8.80,3.30,73.33,3.84,85.87,7.45,11.15,1.05,1.50,Flexural-bending (ductile),Chloride ions cast in concrete (3% by cement weight) mixture across entire length to initially depassivate steel and remove need for wetting/drying. Concrete compressive strength averaged for 28 day cylinders.,,,,,,,,,,,,,,,,,,,,
287,"Torres-Acosta et al. (2007), B07",Corrosion initiated approx. 50 days after casting.,R,SS_TPB_MONO,0,100,150,1500,1500,50,25,0,ST,1,10,0.524,0,0,D,S,0,340.57,559.88,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,13,Cylinder,27.0,IC,External steel plate,1500,80.0,40.0,3.5,1,N/A,9.80,1500,0.245,750,7.60,9.20,3.45,76.67,3.84,89.78,5.16,10.71,1.47,2.08,Flexural-bending (ductile),Chloride ions cast in concrete (3% by cement weight) mixture across entire length to initially depassivate steel and remove need for wetting/drying. Concrete compressive strength averaged for 28 day cylinders.,,,,,,,,,,,,,,,,,,,,
288,"Torres-Acosta et al. (2007), B08",Corrosion initiated approx. 50 days after casting.,R,SS_TPB_MONO,0,100,150,1500,1500,50,25,0,ST,1,10,0.524,0,0,D,S,0,269.19,460.02,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,13,Cylinder,27.0,IC,External steel plate,1500,80.0,80.0,3.5,1,N/A,19.20,1500,0.480,750,7.00,7.00,2.63,58.33,3.84,68.31,4.95,7.53,1.41,1.52,Flexural-bending (ductile),Chloride ions cast in concrete (3% by cement weight) mixture across entire length to initially depassivate steel and remove need for wetting/drying. Concrete compressive strength averaged for 28 day cylinders.,,,,,,,,,,,,,,,,,,,,
289,"Torres-Acosta et al. (2007), B09",Corrosion initiated approx. 50 days after casting.,R,SS_TPB_MONO,0,100,150,1500,1500,50,25,0,ST,1,10,0.524,0,0,D,S,0,282.10,478.08,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,13,Cylinder,27.0,IC,External steel plate,1500,80.0,80.0,3.5,1,N/A,17.50,1500,0.438,750,5.70,6.50,2.44,54.17,3.84,63.43,6.25,8.63,0.91,1.38,Flexural-bending (ductile),Chloride ions cast in concrete (3% by cement weight) mixture across entire length to initially depassivate steel and remove need for wetting/drying. Concrete compressive strength averaged for 28 day cylinders.,,,,,,,,,,,,,,,,,,,,
290,"Torres-Acosta et al. (2007), B10",Corrosion initiated approx. 50 days after casting.,R,SS_TPB_MONO,0,100,150,1500,1500,50,25,0,ST,1,10,0.524,0,0,D,S,0,236.44,387.48,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,13,Cylinder,27.0,IC,External steel plate,1500,80.0,200.0,3.5,1,N/A,29.10,1500,0.728,750,3.10,3.10,1.16,25.83,3.84,30.25,1.58,2.01,1.96,1.27,Flexural-bending (brittle),Chloride ions cast in concrete (3% by cement weight) mixture across entire length to initially depassivate steel and remove need for wetting/drying. Concrete compressive strength averaged for 28 day cylinders.,,,,,,,,,,,,,,,,,,,,
291,"Torres-Acosta et al. (2007), B12c",Control,R,SS_TPB_MONO,0,100,150,1500,1500,50,25,0,ST,1,10,0.524,0,0,D,S,0,415.00,664.00,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,13,Cylinder,27.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,750,11.20,11.60,4.35,100.00,3.84,113.20,7.34,11.87,1.53,1.62,Flexural-bending (ductile),Concrete compressive strength averaged for 28 day cylinders.,,,,,,,,,,,,,,,,,,,,
292,"Cairns et al. (2008),  sbf-00",Control. Lightly reinforced.,R,SS_TPB_MONO,0,150,200,1250,1000,25,25,25,T_C,2,10,0.524,2,10,P,S,0,342.70,387.30,0.524,2,P,125,6,328.5,0.302,OPC,0.43,,Cube,43.2,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,500,35.00,42.30,10.58,100.00,9.49,111.43,1.80,33.80,19.44,18.78,Bond slip,Onset of slip shortly after peak load.,,,,,,,,,,,,,,,,,,,,
293,"Cairns et al. (2008),  sbf-01",Lightly reinforced.,R,SS_TPB_MONO,0,150,200,1250,1000,25,25,25,T_C,2,10,0.524,2,10,P,S,0,288.77,334.01,0.524,2,P,125,6,328.5,0.302,OPC,0.43,,Cube,43.2,IC,External stainless steel bars,1250,60.0,130.0,3,75,N/A,8.60,400,0.215,500,39.00,51.80,12.95,122.46,9.49,136.46,1.30,37.00,30.00,28.46,Flexural-bending (ductile),NaCl cast in (4% by cement weight) mixture to initially depassivate the reinforcement. Concrete compressive strength measured at day of first test (4 months). Duration of corrosion back calculated from Faraday's Law.,,,,,,,,,,,,,,,,,,,,
294,"Cairns et al. (2008),  sbf-05",Lightly reinforced.,R,SS_TPB_MONO,0,150,200,1250,1000,25,25,25,T_C,2,10,0.524,2,10,P,S,0,270.58,316.04,0.524,2,P,125,6,328.5,0.302,OPC,0.43,,Cube,43.2,IC,External stainless steel bars,1250,60.0,130.0,3,75,N/A,11.50,400,0.288,500,43.00,53.10,13.28,125.53,9.49,139.89,1.80,56.80,23.89,31.56,Flexural-bending (ductile),NaCl cast in (4% by cement weight) mixture to initially depassivate the reinforcement. Concrete compressive strength measured at day of first test (4 months). Duration of corrosion back calculated from Faraday's Law.,,,,,,,,,,,,,,,,,,,,
295,"Cairns et al. (2008),  sbs-00-L",Control. Point load applied to the left of the midspan (close to 1/4 span),R,SS_TPB_MONO,0,150,200,2275,1875,28,28,24,T_C,3,16,2.011,2,8,P,S,0,261.00,387.30,0.335,2,P,125,6,328.5,0.302,OPC,0.43,,Cube,43.2,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,450,74.00,74.90,25.62,100.00,24.88,102.95,5.00,24.00,14.80,4.80,Bond slip,Onset of slip coincides with yield.,,,,,,,,,,,,,,,,,,,,
296,"Cairns et al. (2008),  sbs-05-L",Point load applied to the left of the midspan (close to 1/4 span),R,SS_TPB_MONO,0,150,200,2275,1875,28,28,24,T_C,3,16,2.011,2,8,P,S,0,224.70,340.20,0.335,2,P,125,6,328.5,0.302,OPC,0.43,,Cube,43.2,IC,External stainless steel bars,2275,60.0,130.0,3,75,N/A,7.60,400,0.304,450,74.00,79.40,27.15,106.01,24.88,109.14,5.90,46.40,12.54,7.86,Flexural-bending/ bond slip,NaCl cast in (4% by cement weight) mixture to initially depassivate the reinforcement. Onset of slip shortly after peak load. Concrete compressive strength measured at day of first test (4 months). Duration of corrosion back calculated from Faraday's Law. ,,,,,,,,,,,,,,,,,,,,
297,"Cairns et al. (2008),  sbs-00-R",Control. Point load applied to the right of the midspan of same beam as earlier.,R,SS_TPB_MONO,0,150,200,2275,1425,28,28,24,T_C,3,16,2.011,2,8,P,S,0,261.00,387.30,0.335,2,P,125,6,328.5,0.302,OPC,0.43,,Cube,43.2,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,450,80.00,94.30,29.03,100.00,24.88,116.69,5.00,13.70,16.00,2.74,Bond slip,Onset of slip coincides with yield.,,,,,,,,,,,,,,,,,,,,
298,"Cairns et al. (2008),  sbs-01-R",Point load applied to the right of the midspan of same beam as earlier.,R,SS_TPB_MONO,0,150,200,2275,1425,28,28,24,T_C,3,16,2.011,2,8,P,S,0,227.09,343.30,0.335,2,P,125,6,328.5,0.302,OPC,0.43,,Cube,43.2,IC,External stainless steel bars,2275,60.0,130.0,3,75,N/A,7.10,400,0.284,450,100.00,104.70,32.24,111.03,24.88,129.56,3.80,34.80,26.32,9.16,Flexural-bending (ductile),NaCl cast in (4% by cement weight) mixture to initially depassivate the reinforcement. Concrete compressive strength measured at day of first test (4 months). Duration of corrosion back calculated from Faraday's Law.,,,,,,,,,,,,,,,,,,,,
299,"Cairns et al. (2008),  sbs-05-R",Point load applied to the right of the midspan of same beam as earlier.,R,SS_TPB_MONO,0,150,200,2275,1425,28,28,24,T_C,3,16,2.011,2,8,P,S,0,224.70,340.20,0.335,2,P,125,6,328.5,0.302,OPC,0.43,,Cube,43.2,IC,External stainless steel bars,2275,60.0,130.0,3,75,N/A,7.60,400,0.304,450,97.00,104.70,32.24,111.03,24.88,129.56,4.40,11.00,22.05,2.50,Flexural-bending (ductile),NaCl cast in (4% by cement weight) mixture to initially depassivate the reinforcement. Concrete compressive strength measured at day of first test (4 months). Duration of corrosion back calculated from Faraday's Law.,,,,,,,,,,,,,,,,,,,,
300,"Cairns et al. (2008),  cbf-00",Control. Two span continuous beam.,R,SS_CONT_TPB_MONO,0,150,200,4250,2000,25,25,25,T_C,2,10,0.524,2,10,P,S,0,342.70,461.70,0.524,2,P,125,6,328.5,0.302,OPC,0.43,,Cube,43.2,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,900,52.00,66.20,26.24,100.00,9.49,276.46,4.20,75.00,12.38,17.86,Flexural-bending (ductile),Two-span continuous beams.,,,,,,,,,,,,,,,,,,,,
301,"Cairns et al. (2008),  cbf-01",Two span continuous beam. Point load applied slightly to the right of the midspan.,R,SS_CONT_TPB_MONO,0,150,200,4250,2000,25,25,25,T_C,2,10,0.524,2,10,P,S,0,293.16,403.34,0.524,2,P,125,6,328.5,0.302,OPC,0.43,,Cube,43.2,IC,External stainless steel bars,750,60.0,130.0,3,75,N/A,7.90,400,0.198,900,53.00,68.20,27.03,103.02,9.49,284.81,3.20,86.20,16.56,26.94,Flexural-bending (ductile),NaCl cast in (4% by cement weight) mixture to initially depassivate the reinforcement. Concrete compressive strength measured at day of first test (4 months). Duration of corrosion back calculated from Faraday's Law.,,,,,,,,,,,,,,,,,,,,
302,"Cairns et al. (2008),  cbf-05",Two span continuous beam. Point load applied slightly to the right of the midspan.,R,SS_CONT_TPB_MONO,0,150,200,4250,2000,25,25,25,T_C,2,10,0.524,2,10,P,S,0,298.80,409.99,0.524,2,P,125,6,328.5,0.302,OPC,0.43,,Cube,43.2,IC,External stainless steel bars,750,60.0,130.0,3,75,N/A,7.00,400,0.175,900,53.00,71.60,28.38,108.16,9.49,299.01,2.80,87.00,18.93,31.07,Flexural-bending (ductile),NaCl cast in (4% by cement weight) mixture to initially depassivate the reinforcement. Concrete compressive strength measured at day of first test (4 months). Duration of corrosion back calculated from Faraday's Law.,,,,,,,,,,,,,,,,,,,,
303,"Cairns et al. (2008), dbf-00",Control. Lap spliced tensile reinforcement.,R,SS_CONT_TPB_MONO,0,150,200,4250,2000,25,25,25,T_C,2,10,0.524,2,10,P,S,260,342.70,461.70,0.524,2,P,125,6,328.5,0.302,OPC,0.43,,Cube,43.2,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,900,58.00,73.20,29.01,100.00,9.49,305.69,4.50,52.60,12.89,11.69,Flexural-bending (ductile),Two-span continuous beams.,,,,,,,,,,,,,,,,,,,,
304,"Cairns et al. (2008), dbf-05",Lap spliced tensile reinforcement.,R,SS_CONT_TPB_MONO,0,150,200,4250,2000,25,25,25,T_C,2,10,0.524,2,10,P,S,260,315.11,429.20,0.524,2,P,125,6,328.5,0.302,OPC,0.43,,Cube,43.2,IC,External stainless steel bars,750,60.0,65.0,3,75,N/A,4.40,400,0.110,900,53.00,72.40,28.69,98.91,9.49,302.35,2.80,62.50,18.93,22.32,Flexural-bending (ductile),NaCl cast in (4% by cement weight) mixture to initially depassivate the reinforcement. Concrete compressive strength measured at day of first test (4 months). Duration of corrosion back calculated from Faraday's Law.,,,,,,,,,,,,,,,,,,,,
305,"Azad et al. (2010), B1-1C",Control,R,SS_FPB_MONO,0,200,215,1100,900,48,48,29,T_C,2,16,0.935,2,8,D,H-180,0,593.00,700.00,0.234,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,350,172.20,185.30,32.43,100.00,32.15,100.85,4.50,7.30,38.27,1.62,Flexural-bending (ductile),Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
306,"Azad et al. (2010), B1-2C",Control,R,SS_FPB_MONO,0,200,215,1100,900,48,48,29,T_C,2,16,0.935,2,8,D,H-180,0,593.00,700.00,0.234,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,350,,184.00,32.20,100.00,32.15,100.14,,,,,Flexural-bending (ductile),Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
307,"Azad et al. (2010), B1-1",Top two holding bars for stirrups epoxy coated,R,SS_FPB_MONO,0,200,215,1100,900,48,48,29,T_C,2,16,0.935,2,8,D,H-180,0,555.02,660.80,0.234,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,IC,External stainless steel plate,1100,1770.0,6.0,5,120,N/A,3.50,155.32,0.140,350,,180.00,31.50,97.48,32.15,97.97,,,,,Flexural-bending (ductile),Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
308,"Azad et al. (2010), B1-2",Top two holding bars for stirrups epoxy coated,R,SS_FPB_MONO,0,200,215,1100,900,48,48,29,T_C,2,16,0.935,2,8,D,H-180,0,527.89,632.80,0.234,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,IC,External stainless steel plate,1100,1770.0,10.0,5,120,N/A,6.00,156.41,0.240,350,153.70,161.20,28.21,87.30,32.15,87.73,3.50,5.70,43.91,1.63,Flexure-shear,Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
309,"Azad et al. (2010), B1-3",Top two holding bars for stirrups epoxy coated,R,SS_FPB_MONO,0,200,215,1100,900,48,48,29,T_C,2,16,0.935,2,8,D,H-180,0,548.18,653.74,0.234,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,IC,External stainless steel plate,1100,1770.0,4.0,5,120,N/A,4.13,154.75,0.165,350,,105.03,18.38,56.88,32.15,57.16,,,,,Flexural-bending (ductile),Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
310,"Azad et al. (2010), B1-4",Top two holding bars for stirrups epoxy coated,R,SS_FPB_MONO,0,200,215,1100,900,48,48,29,T_C,2,16,0.935,2,8,D,H-180,0,421.00,522.48,0.234,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,IC,External stainless steel plate,1100,1770.0,14.0,5,120,N/A,15.85,156.3,0.634,350,120.00,128.50,22.49,69.59,32.15,69.94,3.90,7.60,30.77,1.95,Flexure-shear,Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
311,"Azad et al. (2010), B1-5",Top two holding bars for stirrups epoxy coated,R,SS_FPB_MONO,0,200,215,1100,900,48,48,29,T_C,2,16,0.935,2,8,D,H-180,0,560.99,666.96,0.234,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,IC,External stainless steel plate,1100,1770.0,10.0,5,120,N/A,2.95,156.46,0.118,350,164.70,178.20,31.19,96.51,32.15,96.99,3.90,5.00,42.23,1.28,Flexural-bending (ductile),Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
312,"Azad et al. (2010), B1-6",Top two holding bars for stirrups epoxy coated,R,SS_FPB_MONO,0,200,215,1100,900,48,48,29,T_C,2,16,0.935,2,8,D,H-180,0,421.21,522.70,0.234,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,IC,External stainless steel plate,1100,1770.0,14.0,5,120,N/A,15.83,156.25,0.633,350,46.50,98.70,17.27,53.45,32.15,53.72,0.80,6.10,58.13,7.63,Flexural-bending (ductile),Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
313,"Azad et al. (2010), B2-1C",Control,R,SS_FPB_MONO,0,200,265,1100,900,48,48,29,T_C,2,16,0.759,2,8,D,H-180,0,593.00,700.00,0.190,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,350,208.70,218.20,38.19,100.00,44.08,86.63,3.20,3.90,65.22,1.22,Flexure-shear,Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
314,"Azad et al. (2010), B2-2C",Control,R,SS_FPB_MONO,0,200,265,1100,900,48,48,29,T_C,2,16,0.759,2,8,D,H-180,0,593.00,700.00,0.190,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,350,261.20,264.00,46.20,100.00,44.08,104.82,4.95,7.40,52.77,1.49,Flexure-shear,Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
315,"Azad et al. (2010), B2-1",Top two holding bars for stirrups epoxy coated,R,SS_FPB_MONO,0,200,265,1100,900,48,48,29,T_C,2,16,0.759,2,8,D,H-180,0,464.73,567.62,0.190,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,IC,External stainless steel plate,1100,1780.0,10.0,5,120,N/A,11.82,189.08,0.473,350,200.30,208.70,36.52,86.56,44.08,82.86,3.40,4.70,58.91,1.38,Flexure-shear,Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
316,"Azad et al. (2010), B2-2",Top two holding bars for stirrups epoxy coated,R,SS_FPB_MONO,0,200,265,1100,900,48,48,29,T_C,2,16,0.759,2,8,D,H-180,0,486.00,589.57,0.190,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,IC,External stainless steel plate,1100,1780.0,8.0,5,120,N/A,9.86,190.12,0.394,350,217.60,233.80,40.92,96.97,44.08,92.83,3.45,7.00,63.07,2.03,Flexural-bending (ductile),Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
317,"Azad et al. (2010), B2-3",Top two holding bars for stirrups epoxy coated,R,SS_FPB_MONO,0,200,265,1100,900,48,48,29,T_C,2,16,0.759,2,8,D,H-180,0,389.64,490.11,0.190,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,IC,External stainless steel plate,1100,1780.0,15.0,5,120,N/A,18.74,188.7,0.750,350,138.80,138.80,24.29,57.57,44.08,55.11,3.40,4.40,40.82,1.29,Flexure-shear,Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
318,"Azad et al. (2010), B2-4",Top two holding bars for stirrups epoxy coated,R,SS_FPB_MONO,0,200,265,1100,900,48,48,29,T_C,2,16,0.759,2,8,D,H-180,0,402.77,503.66,0.190,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,IC,External stainless steel plate,1100,1780.0,15.0,5,120,N/A,17.53,190.54,0.701,350,141.10,141.10,24.69,58.52,44.08,56.02,3.20,3.80,44.09,1.19,Flexure-shear,Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
319,"Azad et al. (2010), B2-5",Top two holding bars for stirrups epoxy coated,R,SS_FPB_MONO,0,200,265,1100,900,48,48,29,T_C,2,16,0.759,2,8,D,H-180,0,315.95,414.06,0.190,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,IC,External stainless steel plate,1100,1780.0,20.0,5,120,N/A,25.53,189.69,1.021,350,153.40,153.40,26.85,63.63,44.08,60.90,4.60,5.60,33.35,1.22,Flexure-shear,Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
320,"Azad et al. (2010), B2-6",Top two holding bars for stirrups epoxy coated,R,SS_FPB_MONO,0,200,265,1100,900,48,48,29,T_C,2,16,0.759,2,8,D,H-180,0,312.91,410.93,0.190,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,IC,External stainless steel plate,1100,1780.0,20.0,5,120,N/A,25.81,189.85,1.032,350,113.70,119.80,20.97,49.69,44.08,47.56,3.20,6.00,35.53,1.88,Flexural-bending (ductile),Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
321,"Azad et al. (2010), B3-1C",Control,R,SS_FPB_MONO,0,200,315,1100,900,48,48,29,T_C,2,16,0.638,2,8,D,H-180,0,593.00,700.00,0.160,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,350,326.40,332.80,58.24,100.00,56.00,104.00,3.70,4.82,88.22,1.30,Flexure-shear,Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
322,"Azad et al. (2010), B3-2C",Control,R,SS_FPB_MONO,0,200,315,1100,900,48,48,29,T_C,2,16,0.638,2,8,D,H-180,0,593.00,700.00,0.160,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,350,330.90,332.80,58.24,100.00,56.00,104.00,4.70,5.10,70.40,1.09,Flexure-shear,Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
323,"Azad et al. (2010), B3-1",Top two holding bars for stirrups epoxy coated,R,SS_FPB_MONO,0,200,315,1100,900,48,48,29,T_C,2,16,0.638,2,8,D,H-180,0,448.24,550.59,0.160,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,IC,External stainless steel plate,1100,1860.0,10.0,5,120,N/A,13.34,189.85,0.534,350,200.70,214.40,37.52,64.42,56.00,67.00,3.60,5.20,55.75,1.44,Flexure-shear,Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
324,"Azad et al. (2010), B3-2",Top two holding bars for stirrups epoxy coated,R,SS_FPB_MONO,0,200,315,1100,900,48,48,29,T_C,2,16,0.638,2,8,D,H-180,0,399.29,500.08,0.160,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,IC,External stainless steel plate,1100,1860.0,15.0,5,120,N/A,17.85,189.7,0.714,350,160.80,205.80,36.02,61.84,56.00,64.31,2.40,4.50,67.00,1.88,Flexural-bending (ductile),Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
325,"Azad et al. (2010), B3-3",Top two holding bars for stirrups epoxy coated,R,SS_FPB_MONO,0,200,315,1100,900,48,48,29,T_C,2,16,0.638,2,8,D,H-180,0,527.67,632.58,0.160,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,IC,External stainless steel plate,1100,1860.0,5.0,5,120,N/A,6.02,183.93,0.241,350,286.90,299.10,52.34,89.87,56.00,93.47,3.80,5.40,75.50,1.42,Flexure-shear,Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
326,"Azad et al. (2010), B3-4",Top two holding bars for stirrups epoxy coated,R,SS_FPB_MONO,0,200,315,1100,900,48,48,29,T_C,2,16,0.638,2,8,D,H-180,0,529.62,634.59,0.160,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,IC,External stainless steel plate,1100,1860.0,4.0,5,120,N/A,5.84,185.41,0.234,350,300.70,316.30,55.35,95.04,56.00,98.84,3.70,4.80,81.27,1.30,Flexure-shear,Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
327,"Azad et al. (2010), B3-5",Top two holding bars for stirrups epoxy coated,R,SS_FPB_MONO,0,200,315,1100,900,48,48,29,T_C,2,16,0.638,2,8,D,H-180,0,307.70,405.55,0.160,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,IC,External stainless steel plate,1100,1860.0,20.0,5,120,N/A,26.29,188.45,1.052,350,166.70,204.50,35.79,61.45,56.00,63.91,2.40,6.00,69.46,2.50,Flexural-bending (ductile),Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
328,"Azad et al. (2010), B3-6",Top two holding bars for stirrups epoxy coated,R,SS_FPB_MONO,0,200,315,1100,900,48,48,29,T_C,2,16,0.638,2,8,D,H-180,0,542.76,648.14,0.160,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,IC,External stainless steel plate,1100,1860.0,3.0,5,120,N/A,4.63,184.36,0.185,350,317.80,328.60,57.51,98.74,56.00,102.69,3.80,6.10,83.63,1.61,Flexure-shear,Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
329,"Azad et al. (2010), B4-1C",Control,R,SS_FPB_MONO,0,200,215,1100,900,49,49,29,T_C,2,18,1.184,2,8,D,H-180,0,575.00,690.00,0.234,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,350,215.00,216.10,37.82,100.00,37.81,100.01,5.50,6.20,39.09,1.13,Flexure-shear,Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
330,"Azad et al. (2010), B4-2C",Control,R,SS_FPB_MONO,0,200,215,1100,900,49,49,29,T_C,2,18,1.184,2,8,D,H-180,0,575.00,690.00,0.234,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,350,230.90,251.60,44.03,100.00,37.81,116.44,5.10,7.40,45.27,1.45,Flexure-shear,Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
331,"Azad et al. (2010), B4-1",Top two holding bars for stirrups epoxy coated,R,SS_FPB_MONO,0,200,215,1100,900,49,49,29,T_C,2,18,1.184,2,8,D,H-180,0,519.44,631.71,0.234,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,IC,External stainless steel plate,1100,1740.0,6.0,5,120,N/A,5.28,158.02,0.238,350,177.30,193.10,33.79,82.57,37.81,89.36,4.20,6.30,42.21,1.50,Flexure-shear,Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
332,"Azad et al. (2010), B4-2",Top two holding bars for stirrups epoxy coated,R,SS_FPB_MONO,0,200,215,1100,900,49,49,29,T_C,2,18,1.184,2,8,D,H-180,0,476.09,586.22,0.234,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,IC,External stainless steel plate,1100,1740.0,10.0,5,120,N/A,9.40,158.15,0.423,350,127.60,127.60,22.33,54.56,37.81,59.05,3.30,3.90,38.67,1.18,Flexure-shear,Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
333,"Azad et al. (2010), B4-3",Top two holding bars for stirrups epoxy coated,R,SS_FPB_MONO,0,200,215,1100,900,49,49,29,T_C,2,18,1.184,2,8,D,H-180,0,456.41,565.58,0.234,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,IC,External stainless steel plate,1100,1740.0,12.0,5,120,N/A,11.27,158.5,0.507,350,103.00,128.70,22.52,55.04,37.81,59.56,2.80,5.50,36.79,1.96,Flexural-bending (ductile),Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
334,"Azad et al. (2010), B4-4",Top two holding bars for stirrups epoxy coated,R,SS_FPB_MONO,0,200,215,1100,900,49,49,29,T_C,2,18,1.184,2,8,D,H-180,0,445.99,554.65,0.234,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,IC,External stainless steel plate,1100,1740.0,13.0,5,120,N/A,12.26,188.65,0.552,350,83.90,130.90,22.91,55.98,37.81,60.58,1.60,5.80,52.44,3.63,Flexure-shear,Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
335,"Azad et al. (2010), B4-5",Top two holding bars for stirrups epoxy coated,R,SS_FPB_MONO,0,200,215,1100,900,49,49,29,T_C,2,18,1.184,2,8,D,H-180,0,363.60,468.21,0.234,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,IC,External stainless steel plate,1100,1740.0,20.0,5,120,N/A,20.09,189.62,0.904,350,55.50,107.90,18.88,46.14,37.81,49.93,1.40,4.80,39.64,3.43,Flexure-shear,Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
336,"Azad et al. (2010), B4-6",Top two holding bars for stirrups epoxy coated,R,SS_FPB_MONO,0,200,215,1100,900,49,49,29,T_C,2,18,1.184,2,8,D,H-180,0,353.40,457.50,0.234,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,IC,External stainless steel plate,1100,1740.0,20.0,5,120,N/A,21.06,190.25,0.948,350,41.30,92.10,16.12,39.38,37.81,42.62,0.80,4.20,51.63,5.25,Flexure-shear,Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
337,"Azad et al. (2010), B5-1C",Control,R,SS_FPB_MONO,0,200,265,1100,900,49,49,29,T_C,2,18,0.960,2,8,D,H-180,0,575.00,690.00,0.190,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,350,331.30,331.30,57.98,100.00,52.45,110.55,5.65,5.65,58.64,1.00,Flexure-shear,Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
338,"Azad et al. (2010), B5-2C",Control,R,SS_FPB_MONO,0,200,265,1100,900,49,49,29,T_C,2,18,0.960,2,8,D,H-180,0,575.00,690.00,0.190,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,350,252.10,252.10,44.12,100.00,52.45,84.12,4.83,5.61,52.19,1.16,Flexure-shear,Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
339,"Azad et al. (2010), B5-1",Top two holding bars for stirrups epoxy coated,R,SS_FPB_MONO,0,200,265,1100,900,49,49,29,T_C,2,18,0.960,2,8,D,H-180,0,479.25,589.54,0.190,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,IC,External stainless steel plate,1100,1750.0,10.0,5,120,N/A,9.10,189.54,0.410,350,178.60,178.60,31.26,61.23,52.45,59.59,2.90,4.20,61.59,1.45,Flexure-shear,Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
340,"Azad et al. (2010), B5-2",Top two holding bars for stirrups epoxy coated,R,SS_FPB_MONO,0,200,265,1100,900,49,49,29,T_C,2,18,0.960,2,8,D,H-180,0,474.72,584.79,0.190,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,IC,External stainless steel plate,1100,1750.0,10.0,5,120,N/A,9.53,188.97,0.429,350,217.90,217.90,38.13,74.70,52.45,72.71,3.80,4.70,57.34,1.24,Flexure-shear,Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
341,"Azad et al. (2010), B5-3",Top two holding bars for stirrups epoxy coated,R,SS_FPB_MONO,0,200,265,1100,900,49,49,29,T_C,2,18,0.960,2,8,D,H-180,0,474.72,584.79,0.190,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,IC,External stainless steel plate,1100,1750.0,15.0,5,120,N/A,9.53,184.29,0.429,350,113.00,170.80,29.89,58.55,52.45,56.99,1.50,4.18,75.33,2.79,Flexure-shear,Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
342,"Azad et al. (2010), B5-4",Top two holding bars for stirrups epoxy coated,R,SS_FPB_MONO,0,200,265,1100,900,49,49,29,T_C,2,18,0.960,2,8,D,H-180,0,514.39,626.41,0.190,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,IC,External stainless steel plate,1100,1750.0,10.0,5,120,N/A,5.76,184.77,0.259,350,234.40,234.40,41.02,80.36,52.45,78.21,4.30,5.70,54.51,1.33,Flexure-shear,Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
343,"Azad et al. (2010), B5-5",Top two holding bars for stirrups epoxy coated,R,SS_FPB_MONO,0,200,265,1100,900,49,49,29,T_C,2,18,0.960,2,8,D,H-180,0,425.79,533.45,0.190,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,IC,External stainless steel plate,1100,1750.0,20.0,5,120,N/A,14.18,183.93,0.638,350,283.40,296.60,51.91,101.68,52.45,98.97,4.40,6.30,64.41,1.43,Flexural-bending (ductile),Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
344,"Azad et al. (2010), B5-6",Top two holding bars for stirrups epoxy coated,R,SS_FPB_MONO,0,200,265,1100,900,49,49,29,T_C,2,18,0.960,2,8,D,H-180,0,387.70,493.49,0.190,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,IC,External stainless steel plate,1100,1750.0,20.0,5,120,N/A,17.80,185.2,0.801,350,79.60,144.60,25.31,49.57,52.45,48.25,0.96,3.70,82.92,3.85,Flexure-shear,Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
345,"Azad et al. (2010), B6-1C",Control,R,SS_FPB_MONO,0,200,315,1100,900,49,49,29,T_C,2,18,0.808,2,8,D,H-180,0,575.00,690.00,0.160,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,350,351.50,364.60,63.81,100.00,67.08,95.12,3.70,4.40,95.00,1.19,Flexure-shear,Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
346,"Azad et al. (2010), B6-2C",Control,R,SS_FPB_MONO,0,200,315,1100,900,49,49,29,T_C,2,18,0.808,2,8,D,H-180,0,575.00,690.00,0.160,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,350,390.10,408.10,71.42,100.00,67.08,106.47,4.70,6.00,83.00,1.28,Flexural-bending (ductile),Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
347,"Azad et al. (2010), B6-1",Top two holding bars for stirrups epoxy coated,R,SS_FPB_MONO,0,200,315,1100,900,49,49,29,T_C,2,18,0.808,2,8,D,H-180,0,515.34,627.40,0.160,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,IC,External stainless steel plate,1100,1820.0,6.0,5,120,N/A,5.67,183.55,0.255,350,333.90,337.80,59.12,87.43,67.08,88.13,4.10,5.10,81.44,1.24,Flexural-bending (ductile),Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
348,"Azad et al. (2010), B6-2",Top two holding bars for stirrups epoxy coated,R,SS_FPB_MONO,0,200,315,1100,900,49,49,29,T_C,2,18,0.808,2,8,D,H-180,0,560.37,674.65,0.160,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,IC,External stainless steel plate,1100,1820.0,2.0,5,120,N/A,1.39,183.55,0.063,350,377.00,377.00,65.98,97.58,67.08,98.35,4.50,4.90,83.78,1.09,Flexural-bending (ductile),Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
349,"Azad et al. (2010), B6-3",Top two holding bars for stirrups epoxy coated,R,SS_FPB_MONO,0,200,315,1100,900,49,49,29,T_C,2,18,0.808,2,8,D,H-180,0,525.65,638.22,0.160,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,IC,External stainless steel plate,1100,1820.0,5.0,5,120,N/A,4.69,183.9,0.211,350,326.00,329.20,57.61,85.21,67.08,85.88,3.40,5.30,95.88,1.56,Flexure-shear,Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
350,"Azad et al. (2010), B6-4",Top two holding bars for stirrups epoxy coated,R,SS_FPB_MONO,0,200,315,1100,900,49,49,29,T_C,2,18,0.808,2,8,D,H-180,0,468.93,578.72,0.160,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,IC,External stainless steel plate,1100,1820.0,15.0,5,120,N/A,10.08,187.4,0.454,350,185.70,212.00,37.10,54.87,67.08,55.31,1.50,3.70,123.80,2.47,Flexural-bending (ductile),Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
351,"Azad et al. (2010), B6-5",Top two holding bars for stirrups epoxy coated,R,SS_FPB_MONO,0,200,315,1100,900,49,49,29,T_C,2,18,0.808,2,8,D,H-180,0,539.54,652.80,0.160,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,IC,External stainless steel plate,1100,1820.0,4.0,5,120,N/A,3.37,183.8,0.152,350,278.30,278.30,48.70,72.03,67.08,72.61,3.40,4.20,81.85,1.24,Flexure-shear,Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
352,"Azad et al. (2010), B6-6",Top two holding bars for stirrups epoxy coated,R,SS_FPB_MONO,0,200,315,1100,900,49,49,29,T_C,2,18,0.808,2,8,D,H-180,0,364.34,468.98,0.160,2,P,80,8,250.0,0.628,OPC,0.45,13,Cylinder,28.0,IC,External stainless steel plate,1100,1820.0,20.0,5,120,N/A,20.02,189.35,0.901,350,176.60,202.20,35.39,52.34,67.08,52.75,2.60,4.40,67.92,1.69,Flexure-shear,Tests stopped relatively early - not a reliable reference for ductility,,,,,,,,,,,,,,,,,,,,
353,"Gu et al. (2010), A1",Control. Stirrups epoxy protected from corrosion.,R,SS_TPB_MONO,0,150,200,2200,2000,31,31,30,T_C,2,12,0.754,2,10,D,S,0,350,520,0.524,2,P,150,6,,0.251,OPC,0.55,15,Cylinder,28.6,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,1000,32.43,37.70,18.85,100.00,12.57,149.93,6.48,52.26,5.00,8.06,Flexural-bending (ductile),Simply supported length assumed from drawings.,,,,,,,,,,,,,,,,,,,,
354,"Gu et al. (2010), A2",Stirrups epoxy protected from corrosion.,R,SS_TPB_MONO,0,150,200,2200,2000,31,31,30,T_C,2,12,0.754,2,10,D,S,0,308.37,465.92,0.524,2,P,150,6,,0.251,OPC,0.55,15,Cylinder,28.6,IC,External copper plate,2200,1000.0,9.4,5,80,N/A,6.50,400,0.195,1000,31.99,38.40,19.20,101.86,12.57,152.71,6.93,95.78,4.62,13.82,Flexural-bending (ductile),Simply supported length assumed from drawings.,,,,,,,,,,,,,,,,,,,,
355,"Gu et al. (2010), A3",Stirrups epoxy protected from corrosion.,R,SS_TPB_MONO,0,150,200,2200,2000,31,31,30,T_C,2,12,0.754,2,10,D,S,0,259.69,402.69,0.524,2,P,150,6,,0.251,OPC,0.55,15,Cylinder,28.6,IC,External copper plate,2200,1000.0,18.8,5,80,N/A,14.10,400,0.423,1000,30.09,37.30,18.65,98.94,12.57,148.34,5.87,100.60,5.13,17.14,Flexural-bending (ductile),Simply supported length assumed from drawings.,,,,,,,,,,,,,,,,,,,,
356,"Gu et al. (2010), A4",Stirrups epoxy protected from corrosion.,R,SS_TPB_MONO,0,150,200,2200,2000,31,31,30,T_C,2,12,0.754,2,10,D,S,0,189.18,286.65,0.524,2,P,150,6,,0.251,OPC,0.55,15,Cylinder,28.6,IC,External copper plate,2200,1000.0,28.2,5,80,N/A,32.50,400,0.975,1000,23.67,30.60,15.30,81.17,12.57,121.69,3.92,45.63,6.04,11.64,Flexural-bending (brittle),Simply supported length assumed from drawings.,,,,,,,,,,,,,,,,,,,,
357,"Gu et al. (2010), B1",Control. Stirrups epoxy protected from corrosion.,R,SS_TPB_MONO,0,150,200,2200,2000,33,33,30,T_C,2,16,1.340,2,10,D,S,0,350,520,0.524,2,P,150,6,,0.251,OPC,0.55,15,Cylinder,30,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,1000,67.67,71.66,35.83,100.00,21.00,170.65,8.65,56.60,7.82,6.54,Flexural-bending (ductile),Simply supported length assumed from drawings.,,,,,,,,,,,,,,,,,,,,
358,"Gu et al. (2010), B2",Stirrups epoxy protected from corrosion.,R,SS_TPB_MONO,0,150,200,2200,2000,33,33,30,T_C,2,16,1.340,2,10,D,S,0,296.20,450.11,0.524,2,P,150,6,,0.251,OPC,0.55,15,Cylinder,30,IC,External copper plate,2200,1000.0,12.5,5,80,N/A,8.40,400,0.336,1000,53.10,57.00,28.50,79.54,21.00,135.74,9.10,92.82,5.84,10.20,Flexural-bending (ductile),Simply supported length assumed from drawings.,,,,,,,,,,,,,,,,,,,,
359,"Gu et al. (2010), B3",Stirrups epoxy protected from corrosion.,R,SS_TPB_MONO,0,150,200,2200,2000,33,33,30,T_C,2,16,1.340,2,10,D,S,0,284.03,434.30,0.524,2,P,150,6,,0.251,OPC,0.55,15,Cylinder,30,IC,External copper plate,2200,1000.0,25.1,5,80,N/A,10.30,400,0.412,1000,56.78,58.10,29.05,81.08,21.00,138.36,8.80,90.18,6.45,10.25,Flexural-bending (ductile),Simply supported length assumed from drawings.,,,,,,,,,,,,,,,,,,,,
360,"Gu et al. (2010), B4",Stirrups epoxy protected from corrosion.,R,SS_TPB_MONO,0,150,200,2200,2000,33,33,30,T_C,2,16,1.340,2,10,D,S,0,215.50,345.28,0.524,2,P,150,6,,0.251,OPC,0.55,15,Cylinder,30,IC,External copper plate,2200,1000.0,37.6,5,80,N/A,21.00,400,0.840,1000,44.50,49.80,24.90,69.49,21.00,118.59,6.30,55.43,7.06,8.80,Flexural-bending (ductile),Simply supported length assumed from drawings.,,,,,,,,,,,,,,,,,,,,
361,"Gu et al. (2010), C1",Control. Stirrups epoxy protected from corrosion.,R,SS_TPB_MONO,0,150,200,2200,2000,32,32,30,T_C,2,14,1.026,2,10,D,S,0,380.00,580.00,0.524,2,P,150,6,,0.251,OPC,0.55,15,Cylinder,24.1,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,1000,67.06,70.90,35.45,100.00,17.52,202.32,7.94,56.18,8.45,7.08,Flexural-bending (ductile),Simply supported length assumed from drawings.,,,,,,,,,,,,,,,,,,,,
362,"Gu et al. (2010), C2",Stirrups epoxy protected from corrosion.,R,SS_TPB_MONO,0,150,200,2200,2000,32,32,30,T_C,2,14,1.026,2,10,D,S,0,336.89,522.46,0.524,2,P,150,6,,0.251,OPC,0.55,15,Cylinder,24.1,IC,External copper plate,2200,200.0,54.5,5,80,N/A,6.20,400,0.217,1000,57.40,64.60,32.30,91.11,17.52,184.34,7.20,63.90,7.97,8.88,Flexural-bending (ductile),Simply supported length assumed from drawings.,,,,,,,,,,,,,,,,,,,,
363,"Gu et al. (2010), C3",Stirrups epoxy protected from corrosion.,R,SS_TPB_MONO,0,150,200,2200,2000,32,32,30,T_C,2,14,1.026,2,10,D,S,0,277.08,442.66,0.524,2,P,150,6,,0.251,OPC,0.55,15,Cylinder,24.1,IC,External copper plate,2200,200.0,108.9,5,80,N/A,14.80,400,0.518,1000,47.70,20.10,10.05,28.35,17.52,57.36,8.80,40.43,5.42,4.59,Flexural-bending (ductile),Simply supported length assumed from drawings.,,,,,,,,,,,,,,,,,,,,
364,"Gu et al. (2010), C4",Stirrups epoxy protected from corrosion.,R,SS_TPB_MONO,0,150,200,2200,2000,32,32,30,T_C,2,14,1.026,2,10,D,S,0,197.81,336.86,0.524,2,P,150,6,,0.251,OPC,0.55,15,Cylinder,24.1,IC,External copper plate,2200,200.0,163.3,5,80,N/A,26.20,400,0.917,1000,39.44,46.20,23.10,65.16,17.52,131.83,7.94,21.85,4.97,2.75,Flexural-bending (brittle),Simply supported length assumed from drawings.,,,,,,,,,,,,,,,,,,,,
365,"Gu et al. (2010), D1",Naturally corroded in-service beam. Spalling in midspan. No age provided.,R,SS_TPB_MONO_SUST,30,164,175,2680,2000,31,31,30,T_C,2,12,0.788,2,10,D,S,0,332.91,463.34,0.547,2,P,150,6,,0.230,OPC,0.56,,Cylinder,25.6,N,N/A,2680,,,3.5,175,1:1,3.40,400,0.102,1000,38.57,42.90,21.45,111.43,10.70,200.52,5.55,84.80,6.95,15.28,Flexural-bending (ductile),No control specimen provided. Simply supported length assumed from accelerated specimens. Reinforcement design assumed to consistent with accelerated corrosion specimens. ,,,,,,,,,,,,,,,,,,,,
366,"Gu et al. (2010), D2",Naturally corroded in-service beam. Spalling in midspan. No age provided.,R,SS_TPB_MONO_SUST,30,148,191,2685,2000,31,31,30,T_C,2,12,0.800,2,10,D,S,0,295.23,417.87,0.556,2,P,150,6,,0.255,OPC,0.63,,Cylinder,19.3,N,N/A,2685,,,3.5,191,1:1,9.20,400,0.276,1000,33.87,42.10,21.05,109.35,11.53,182.58,6.30,84.80,5.38,13.46,Flexural-bending (ductile),No control specimen provided. Simply supported length assumed from accelerated specimens. Reinforcement design assumed to consistent with accelerated corrosion specimens. ,,,,,,,,,,,,,,,,,,,,
367,"Gu et al. (2010), D3",Naturally corroded in-service beam. Spalling in midspan. No age provided.,R,SS_TPB_MONO_SUST,30,147,187,2638,2000,31,31,30,T_C,2,12,0.823,2,10,D,S,0,306.28,431.20,0.571,2,P,150,6,,0.256,OPC,0.61,,Cylinder,20.7,N,N/A,2638,,,3.5,187,1:1,7.50,400,0.225,1000,36.05,45.50,22.75,118.18,11.28,201.76,6.08,78.19,5.93,12.86,Flexural-bending (brittle),No control specimen provided. Simply supported length assumed from accelerated specimens. Reinforcement design assumed to consistent with accelerated corrosion specimens. ,,,,,,,,,,,,,,,,,,,,
368,"Dong et al. (2011), S0-0",Control.,R,SS_FPB_MONO,0,240,200,2100,1800,60,40,0,ST,3,16,1.257,0,0,D,S,0,369.00,523.00,0.000,0,N/A,0,0,0.0,0.000,OPC,0.60,20,Cylinder,30.8,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,725,83.96,94.90,34.40,100.00,31.67,108.62,8.13,40.00,10.33,4.92,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
369,"Dong et al. (2011), S0-30",,R,SS_FPB_MONO,0,240,200,2100,1800,60,40,0,ST,3,16,1.257,0,0,D,S,0,190.73,302.08,0.000,0,N/A,0,0,0.0,0.000,OPC,0.60,20,Cylinder,36.2,IC,External copper plate,2100,1800.0,6.9,5,200,N/A,26.40,420,1.056,725,30.10,45.90,16.64,48.37,32.26,51.58,3.00,36.75,10.03,12.25,Flexural-bending (ductile),Cumulative current reported - back calculate from duration (A.h/20A reported) then divide current density by 3 (bars).,,,,,,,,,,,,,,,,,,,,
370,"Dong et al. (2011), S80-0",Control.,R,SS_FPB_MONO,0,240,200,2100,1800,60,40,0,ST,3,16,1.257,0,0,D,S,0,369.00,523.00,0.000,2,D,80,6,438.0,0.295,OPC,0.60,20,Cylinder,27.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,725,84.60,91.30,33.10,100.00,31.12,106.37,7.20,40.00,11.75,5.56,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
371,"Dong et al. (2011), S80-5",,R,SS_FPB_MONO,0,240,200,2100,1800,60,40,0,ST,3,16,1.257,0,0,D,S,0,344.02,492.04,0.000,2,D,80,6,370.2,0.295,OPC,0.60,20,Cylinder,29.6,IC,External copper plate,2100,500.0,4.3,5,200,N/A,3.70,50,0.148,725,75.10,77.00,27.91,84.34,31.51,88.58,9.41,40.00,7.98,4.25,Flexural-bending (ductile),Cumulative current reported - back calculate from duration (A.h/20A reported) then divide current density by 3 (bars).,,,,,,,,,,,,,,,,,,,,
372,"Dong et al. (2011), S80-10",,R,SS_FPB_MONO,0,240,200,2100,1800,60,40,0,ST,3,16,1.257,0,0,D,S,0,269.06,399.15,0.000,2,D,80,6,191.2,0.295,OPC,0.60,20,Cylinder,26.5,IC,External copper plate,2100,500.0,8.5,5,200,N/A,14.80,50,0.592,725,47.50,57.90,20.99,63.42,31.03,67.64,5.70,40.00,8.33,7.02,Flexural-bending (ductile),Cumulative current reported - back calculate from duration (A.h/20A reported) then divide current density by 3 (bars).,,,,,,,,,,,,,,,,,,,,
373,"Dong et al. (2011), S80-20",,R,SS_FPB_MONO,0,240,200,2100,1800,60,40,0,ST,3,16,1.257,0,0,D,S,0,245.43,369.87,0.000,2,D,80,6,147.5,0.295,OPC,0.60,20,Cylinder,27.2,IC,External copper plate,2100,500.0,17.1,5,200,N/A,18.30,50,0.732,725,48.90,56.70,20.55,62.10,31.15,65.99,6.40,40.00,7.64,6.25,Flexural-bending (ductile),Cumulative current reported - back calculate from duration (A.h/20A reported) then divide current density by 3 (bars).,,,,,,,,,,,,,,,,,,,,
374,"Dong et al. (2011), S160-10",,R,SS_FPB_MONO,0,240,200,2100,1800,60,40,0,ST,3,16,1.257,0,0,D,S,0,296.07,432.63,0.000,2,D,160,6,268.1,0.147,PCT3,0.60,20,Cylinder,33.5,IC,External copper plate,2100,900.0,5.3,5,200,N/A,10.80,50,0.432,725,57.20,77.80,28.20,85.21,31.99,88.17,6.80,38.60,8.41,5.68,Flexural-bending (ductile),Cumulative current reported - back calculate from duration (A.h/20A reported) then divide current density by 3 (bars).,,,,,,,,,,,,,,,,,,,,
375,"Dong et al. (2011), S240-0",Control.,R,SS_FPB_MONO,0,240,200,2100,1800,60,40,0,ST,3,16,1.257,0,0,D,S,0,369.00,523.00,0.000,2,D,240,6,438.0,0.098,OPC,0.60,20,Cylinder,32.4,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,725,,91.80,33.28,100.00,31.86,104.43,,,,,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
376,"Dong et al. (2011), S240-10",,R,SS_FPB_MONO,0,240,200,2100,1800,60,40,0,ST,3,16,1.257,0,0,D,S,0,297.42,434.30,0.000,2,D,240,6,261.0,0.098,PCT3,0.60,20,Cylinder,34.9,IC,External copper plate,2100,1000.0,4.3,5,200,N/A,10.60,50,0.424,725,64.10,75.70,27.44,82.46,32.13,85.40,7.50,40.00,8.55,5.33,Flexural-bending (ductile),Cumulative current reported - back calculate from duration (A.h/20A reported) then divide current density by 3 (bars).,,,,,,,,,,,,,,,,,,,,
377,"Dong et al. (2011), S2-0",Control.,R,SS_FPB_MONO,0,240,200,2100,1800,60,40,0,ST,3,16,1.257,0,0,D,S,0,369.00,523.00,0.000,0,N/A,0,0,0.0,0.000,OPC,0.60,20,Cylinder,30.3,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,725,81.90,91.40,33.13,100.00,26.00,127.43,6.90,40.00,11.87,5.80,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
378,"Dong et al. (2011), SF-20",Tensile bars anchored by steel plates at beam ends.,R,SS_FPB_MONO,0,240,200,2100,1800,60,40,0,ST,3,16,1.257,0,0,D,S,0,225.17,344.76,0.000,0,N/A,0,0,0.0,0.000,OPC,0.60,20,Cylinder,34.2,IC,External copper plate,2100,1500.0,5.7,5,200,N/A,21.30,50,0.852,725,50.20,68.60,24.87,75.05,26.38,94.28,4.70,40.00,10.68,8.51,Flexural-bending (ductile),Cumulative current reported - back calculate from duration (A.h/20A reported) then divide current density by 3 (bars).,,,,,,,,,,,,,,,,,,,,
379,"Khan et al. (2011), A2T1",Control. 26 years old. ,R,SS_TPB_MONO_SUST,80,150,280,3000,2860,56,56,52,T_C,2,16,0.957,2,8,D,S,0,548.59,620.90,0.239,2,D,220,8,550.0,0.305,OPC-HP,0.50,15,Cylinder,65.3,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,1430,61.23,73.57,52.60,100.00,46.80,112.40,7.42,63.40,8.25,8.54,Flexural-bending (ductile),Sustained loading maintained during 19 years then stored for a further 7 years until testing. Reinforcement capacities calculated based on measured tensile force and average residual cross-sectional area.  ,,,,,,,,,,,,,,,,,,,,
380,"Khan et al. (2011), A2CL3",26 years old.,R,SS_TPB_MONO_SUST,80,150,280,3000,2860,56,56,52,T_C,2,16,0.957,2,8,D,S,0,736.83,768.55,0.239,2,D,220,8,550.0,0.305,OPC-HP,0.50,15,Cylinder,63.3,EI,N/A,3000,1.8,9496.0,3.5,200,7:7,38.53,300,1.541,1430,49.37,60.80,43.47,82.64,46.66,93.17,8.28,29.68,5.96,3.58,Flexural-bending (brittle),First 6 years 7:15 wet dry ratio. 6 -19 years 7:7 ratio. Sustained loading and salt fog removed at 19 years. 19 - 26 years beams stored until test. Salt fog (35 g/L NaCl) used 0.1 MPa compressed air. Reinforcement capacities calculated based on measured tensile force and average residual cross-sectional area.,,,,,,,,,,,,,,,,,,,,
381,"Oyado et al. (2011), S-0N",Control,R,SS_FPB_MONO,0,100,200,2100,1800,26.5,26.5,23,T_C,2,13,1.327,2,6,D,H-180,0,345.00,490.00,0.283,2,P,100,6,295.0,0.565,OPC,0.67,,Cylinder,21.7,C,Control,0,0.0,0.0,0.0,0,N/A,0.00,0,0.000,700,,52.50,18.38,100.00,13.99,131.39,,,,,Flexural-bending (ductile),"Yield load, yield displacement and ultimate displacement not reported..",,,,,,,,,,,,,,,,,,,,
382,"Oyado et al. (2011), SD-1N",Long-term exposition to air - EI corrosion.,R,SS_FPB_MONO,0,100,200,2100,1800,26.5,26.5,23,T_C,2,13,1.327,2,6,D,H-180,0,338.03,479.42,0.283,2,P,100,6,295.0,0.565,OPC,0.67,,Cylinder,23.2,EI,N/A,2100,3.4,610.0,3.0,200,N/A,2.00,250,0.065,700,,47.10,16.49,89.71,14.08,117.07,,,,,Flexural-bending (ductile),"Yield load, yield displacement and ultimate displacement not reported..",,,,,,,,,,,,,,,,,,,,
383,"Oyado et al. (2011), SD-2N",Long-term exposition to air - EI corrosion.,R,SS_FPB_MONO,0,100,200,2100,1800,26.5,26.5,23,T_C,2,13,1.327,2,6,D,H-180,0,331.06,468.83,0.283,2,P,100,6,295.0,0.565,OPC,0.67,,Cylinder,23.2,EI,N/A,2100,6.8,610.0,3.0,200,N/A,4.00,250,0.130,700,,45.60,15.96,86.86,14.08,113.34,,,,,Flexural-bending (ductile),"Yield load, yield displacement and ultimate displacement not reported..",,,,,,,,,,,,,,,,,,,,
384,"Oyado et al. (2011), SD-3N",Long-term exposition to air - EI corrosion.,R,SS_FPB_MONO,0,100,200,2100,1800,26.5,26.5,23,T_C,2,13,1.327,2,6,D,H-180,0,341.52,484.71,0.283,2,P,100,6,295.0,0.565,OPC,0.67,,Cylinder,23.2,EI,N/A,2100,1.7,610.0,3.0,200,N/A,1.00,250,0.033,700,,48.10,16.84,91.62,14.08,119.56,,,,,Flexural-bending (ductile),"Yield load, yield displacement and ultimate displacement not reported..",,,,,,,,,,,,,,,,,,,,
385,"Oyado et al. (2011), SD-4S",Long-term exposition to air - EI corrosion.,R,SS_FPB_MONO,0,100,200,2100,1800,26.5,26.5,23,T_C,2,13,1.327,2,6,D,H-180,0,338.03,479.42,0.283,2,P,100,6,295.0,0.565,OPC,0.67,,Cylinder,29.7,EI,N/A,2100,3.4,610.0,3.0,200,N/A,2.00,250,0.065,700,,49.50,17.33,94.29,14.37,120.60,,,,,Flexural-bending (ductile),"Yield load, yield displacement and ultimate displacement not reported..",,,,,,,,,,,,,,,,,,,,
386,"Oyado et al. (2011), M1",Long-term exposition to air - EI corrosion.,R,SS_FPB_MONO,0,100,200,2100,1800,26.5,26.5,23,T_C,2,13,1.327,2,6,D,H-180,0,296.22,415.91,0.283,2,P,100,6,295.0,0.565,OPC,0.67,,Cylinder,27.6,EI,N/A,2100,3.4,4384.0,3.0,200,N/A,14.00,250,0.455,700,35.28,36.54,12.79,69.60,14.28,89.53,4.75,40.59,7.43,8.55,Flexural-shear,,,,,,,,,,,,,,,,,,,,,
387,"Oyado et al. (2011), M2",Long-term exposition to air - EI corrosion.,R,SS_FPB_MONO,0,100,200,2100,1800,26.5,26.5,23,T_C,2,13,1.327,2,6,D,H-180,0,299.70,421.20,0.283,2,P,100,6,295.0,0.565,OPC,0.67,,Cylinder,40.2,EI,N/A,2100,3.2,4384.0,3.0,200,N/A,13.00,250,0.423,700,37.46,40.75,14.26,77.62,14.69,97.12,3.76,62.67,9.96,16.67,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
388,"Oyado et al. (2011), M3",Long-term exposition to air - EI corrosion.,R,SS_FPB_MONO,0,100,200,2100,1800,26.5,26.5,23,T_C,2,13,1.327,2,6,D,H-180,0,306.67,431.79,0.283,2,P,100,6,295.0,0.565,OPC,0.67,,Cylinder,36.8,EI,N/A,2100,2.7,4384.0,3.0,200,N/A,11.00,250,0.358,700,38.30,41.84,14.64,79.70,14.60,100.32,7.82,34.46,4.90,4.41,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
389,"Oyado et al. (2011), C1",Control,R,SS_FPB_MONO,0,100,200,2100,1800,26.5,26.5,23,T_C,2,13,1.327,2,6,D,H-180,0,345.00,490.00,0.283,2,P,100,6,295.0,0.565,OPC,0.65,,Cylinder,29.8,C,Control,0,0.0,0.0,0.0,0,N/A,0.00,0,0.000,700,45.00,50.60,17.71,100.00,14.37,123.25,6.90,61.99,6.52,8.99,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
390,"Oyado et al. (2011), C2",IC corrosion.,R,SS_FPB_MONO,0,100,200,2100,1800,26.5,26.5,23,T_C,2,13,1.327,2,6,D,H-180,0,212.42,325.36,0.283,2,P,100,6,295.0,0.565,OPC,0.65,,Cylinder,30.8,IC,External copper plate,2100,729.2,20.0,3.0,180,N/A,21.00,250,0.683,700,36.88,43.13,15.10,85.24,14.41,104.77,6.10,60.10,6.04,9.85,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
391,"Oyado et al. (2011), C3",IC corrosion.,R,SS_FPB_MONO,0,100,200,2100,1800,26.5,26.5,23,T_C,2,13,1.327,2,6,D,H-180,0,281.87,411.60,0.283,2,P,100,6,295.0,0.565,OPC,0.65,,Cylinder,42.3,IC,External copper plate,2100,580.8,33.0,3.0,180,N/A,10.00,250,0.325,700,35.21,42.92,15.02,84.82,14.73,101.95,5.71,74.39,6.17,13.03,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
392,"Oyado et al. (2011), C4",IC corrosion.,R,SS_FPB_MONO,0,100,200,2100,1800,26.5,26.5,23,T_C,2,13,1.327,2,6,D,H-180,0,193.48,301.84,0.283,2,P,100,6,295.0,0.565,OPC,0.65,,Cylinder,34.3,IC,External copper plate,2100,1026.2,54.0,3.0,180,N/A,24.00,250,0.780,700,28.33,35.83,12.54,70.81,14.52,86.34,4.91,35.70,5.77,7.27,Flexural-bending (brittle),,,,,,,,,,,,,,,,,,,,,
393,"Oyado et al. (2011), C5",IC corrosion.,R,SS_FPB_MONO,0,100,200,2100,1800,26.5,26.5,23,T_C,2,13,1.327,2,6,D,H-180,0,152.35,216.58,0.283,2,P,100,6,295.0,0.565,OPC,0.65,,Cylinder,34.3,IC,External copper plate,2100,1026.2,54.0,3.0,180,N/A,44.00,250,1.430,700,8.54,8.96,3.14,17.71,14.52,21.59,1.64,4.22,5.21,2.57,Flexural-bending (brittle),,,,,,,,,,,,,,,,,,,,,
394,"Xia et al. (2012), AI-0",Control.,R,SS_FPB_MONO,0,150,200,1500,1200,46,46,43,T_C,2,16,1.340,2,10,D,H-90,0,425.47,652.99,0.524,2,P,100,8,463.9,0.670,OPC,0.53,16,Cube,25.9,C,Control,0,0.0,0.0,0.0,0,N/A,0.00,0,0.000,350,119.30,129.60,22.68,100.00,22.03,102.95,5.20,37.36,22.94,7.18,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
395,"Xia et al. (2012), AI-1",Partial corrosion over central 1000 mm.,R,SS_FPB_MONO,0,150,200,1500,1200,46,46,43,T_C,2,16,1.340,2,10,D,H-90,0,374.86,585.08,0.524,2,P,100,8,463.9,0.670,OPC,0.53,16,Cube,25.9,IC,External stainless steel net,1000,2000.0,25.1,5.0,100,4:3,6.50,1000,0.260,350,109.00,127.09,22.24,98.06,22.03,100.95,4.47,34.07,24.38,7.62,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
396,"Xia et al. (2012), AI-2",Partial corrosion over central 1000 mm.,R,SS_FPB_MONO,0,150,200,1500,1200,46,46,43,T_C,2,16,1.340,2,10,D,H-90,0,355.40,558.96,0.524,2,P,100,8,463.9,0.670,OPC,0.53,16,Cube,25.9,IC,External stainless steel net,1000,2000.0,31.4,5.0,100,4:3,9.00,1000,0.360,350,109.50,123.60,21.63,95.37,22.03,98.18,4.15,28.80,26.39,6.94,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
397,"Xia et al. (2012), AI-3",Partial corrosion over central 1000 mm.,R,SS_FPB_MONO,0,150,200,1500,1200,46,46,43,T_C,2,16,1.340,2,10,D,H-90,0,344.65,544.54,0.524,2,P,100,8,463.9,0.670,OPC,0.53,16,Cube,25.9,IC,External stainless steel net,1000,2000.0,37.8,5.0,100,4:3,10.38,1000,0.415,350,110.40,118.00,20.65,91.05,22.03,93.74,2.96,25.11,37.30,8.48,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
398,"Xia et al. (2012), AI-4",Partial corrosion over central 1000 mm.,R,SS_FPB_MONO,0,150,200,1500,1200,46,46,43,T_C,2,16,1.340,2,10,D,H-90,0,316.93,507.35,0.524,2,P,100,8,463.9,0.670,OPC,0.53,16,Cube,25.9,IC,External stainless steel net,1000,2000.0,44.3,5.0,100,4:3,13.94,1000,0.558,350,105.40,119.09,20.84,91.89,22.03,94.60,3.28,23.97,32.13,7.31,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
399,"Xia et al. (2012), AI-5",Partial corrosion over central 1000 mm.,R,SS_FPB_MONO,0,150,200,1500,1200,46,46,43,T_C,2,16,1.340,2,10,D,H-90,0,310.39,498.57,0.524,2,P,100,8,463.9,0.670,OPC,0.53,16,Cube,25.9,IC,External stainless steel net,1000,2000.0,50.7,5.0,100,4:3,14.78,1000,0.591,350,108.10,122.11,21.37,94.22,22.03,97.00,2.80,18.12,38.61,6.47,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
400,"Xia et al. (2012), AI-6",Partial corrosion over central 1000 mm.,R,SS_FPB_MONO,0,150,200,1500,1200,46,46,43,T_C,2,16,1.340,2,10,D,H-90,0,295.13,478.09,0.524,2,P,100,8,463.9,0.670,OPC,0.53,16,Cube,25.9,IC,External stainless steel net,1000,2000.0,57.2,5.0,100,4:3,16.74,1000,0.670,350,98.64,114.29,20.00,88.18,22.03,90.78,2.57,26.74,38.38,10.40,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
401,"Xia et al. (2012), AI-7",Partial corrosion over central 1000 mm.,R,SS_FPB_MONO,0,150,200,1500,1200,46,46,43,T_C,2,16,1.340,2,10,D,H-90,0,271.15,445.91,0.524,2,P,100,8,463.9,0.670,OPC,0.53,16,Cube,25.9,IC,External stainless steel net,1000,2000.0,63.7,5.0,100,4:3,19.82,1000,0.793,350,106.60,119.09,20.84,91.89,22.03,94.60,3.39,16.97,31.45,5.01,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
402,"Xia et al. (2012), AI-8",Partial corrosion over central 1000 mm.,R,SS_FPB_MONO,0,150,200,1500,1200,46,46,43,T_C,2,16,1.340,2,10,D,H-90,0,268.50,442.36,0.524,2,P,100,8,463.9,0.670,OPC,0.53,16,Cube,25.9,IC,External stainless steel net,1000,2000.0,71.3,5.0,100,4:3,20.16,1000,0.806,350,74.16,109.83,19.22,84.74,22.03,87.24,4.68,11.79,15.85,2.52,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
403,"Xia et al. (2012), AI-9",Partial corrosion over central 1000 mm.,R,SS_FPB_MONO,0,150,200,1500,1200,46,46,43,T_C,2,16,1.340,2,10,D,H-90,0,245.61,411.64,0.524,2,P,100,8,463.9,0.670,OPC,0.53,16,Cube,25.9,IC,External stainless steel net,1000,2000.0,78.0,5.0,100,4:3,23.10,1000,0.924,350,89.52,104.80,18.34,80.86,22.03,83.25,2.39,7.34,37.46,3.07,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
404,"Xia et al. (2012), BII-0",Control.,R,SS_FPB_MONO,0,150,200,1500,1200,48,48,45,T_C,2,16,1.340,2,10,D,H-90,0,574.56,756.00,0.524,2,P,100,10,319.6,1.047,OPC,0.36,16,Cube,35.6,C,Control,0,0.0,0.0,0.0,0,N/A,0.00,0,0.000,350,195.90,220.00,38.50,100.00,29.31,131.33,5.66,23.29,34.61,4.11,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
405,"Xia et al. (2012), BII-1",Partial corrosion over central 1000 mm.,R,SS_FPB_MONO,0,150,200,1500,1200,48,48,45,T_C,2,16,1.340,2,10,D,H-90,0,513.37,685.60,0.524,2,P,100,10,319.6,1.047,OPC,0.36,16,Cube,35.6,IC,External stainless steel net,1000,2000.0,25.1,5.0,100,4:3,5.82,1000,0.233,350,189.70,210.00,36.75,95.45,29.31,125.36,4.70,28.77,40.36,6.12,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
406,"Xia et al. (2012), BII-2",Partial corrosion over central 1000 mm.,R,SS_FPB_MONO,0,150,200,1500,1200,48,48,45,T_C,2,16,1.340,2,10,D,H-90,0,505.59,676.65,0.524,2,P,100,10,319.6,1.047,OPC,0.36,16,Cube,35.6,IC,External stainless steel net,1000,2000.0,31.4,5.0,100,4:3,6.56,1000,0.262,350,188.90,200.00,35.00,90.91,29.31,119.39,4.70,19.82,40.19,4.22,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
407,"Xia et al. (2012), BII-3",Partial corrosion over central 1000 mm.,R,SS_FPB_MONO,0,150,200,1500,1200,48,48,45,T_C,2,16,1.340,2,10,D,H-90,0,489.18,657.78,0.524,2,P,100,10,319.6,1.047,OPC,0.36,16,Cube,35.6,IC,External stainless steel net,1000,2000.0,37.8,5.0,100,4:3,8.12,1000,0.325,350,178.54,197.03,34.48,89.56,29.31,117.62,4.11,12.10,43.44,2.94,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
408,"Xia et al. (2012), BII-4",Partial corrosion over central 1000 mm.,R,SS_FPB_MONO,0,150,200,1500,1200,48,48,45,T_C,2,16,1.340,2,10,D,H-90,0,466.47,631.65,0.524,2,P,100,10,319.6,1.047,OPC,0.36,16,Cube,35.6,IC,External stainless steel net,1000,2000.0,44.3,5.0,100,4:3,10.28,1000,0.411,350,177.80,200.23,35.04,91.01,29.31,119.53,7.44,18.90,23.90,2.54,Flexural-bending (brittle),,,,,,,,,,,,,,,,,,,,,
409,"Xia et al. (2012), BII-5",Partial corrosion over central 1000 mm.,R,SS_FPB_MONO,0,150,200,1500,1200,48,48,45,T_C,2,16,1.340,2,10,D,H-90,0,435.77,596.33,0.524,2,P,100,10,319.6,1.047,OPC,0.36,16,Cube,35.6,IC,External stainless steel net,1000,2000.0,50.7,5.0,100,4:3,13.20,1000,0.528,350,188.70,205.03,35.88,93.19,29.31,122.40,6.33,35.15,29.81,5.55,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
410,"Xia et al. (2012), BII-6",Partial corrosion over central 1000 mm.,R,SS_FPB_MONO,0,150,200,1500,1200,48,48,45,T_C,2,16,1.340,2,10,D,H-90,0,423.99,582.79,0.524,2,P,100,10,319.6,1.047,OPC,0.36,16,Cube,35.6,IC,External stainless steel net,1000,2000.0,57.2,5.0,100,4:3,14.32,1000,0.573,350,168.90,189.03,33.08,85.92,29.31,112.84,4.26,19.36,39.65,4.54,Flexural-bending (brittle),,,,,,,,,,,,,,,,,,,,,
411,"Xia et al. (2012), BII-7",Partial corrosion over central 1000 mm.,R,SS_FPB_MONO,0,150,200,1500,1200,48,48,45,T_C,2,16,1.340,2,10,D,H-90,0,392.66,546.74,0.524,2,P,100,10,319.6,1.047,OPC,0.36,16,Cube,35.6,IC,External stainless steel net,1000,2000.0,63.7,5.0,100,4:3,17.30,1000,0.692,350,170.05,196.51,34.39,89.32,29.31,117.31,4.59,27.41,37.05,5.97,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
412,"Xia et al. (2012), BII-8",Partial corrosion over central 1000 mm.,R,SS_FPB_MONO,0,150,200,1500,1200,48,48,45,T_C,2,16,1.340,2,10,D,H-90,0,384.67,537.55,0.524,2,P,100,10,319.6,1.047,OPC,0.36,16,Cube,35.6,IC,External stainless steel net,1000,2000.0,69.3,5.0,100,4:3,18.06,1000,0.722,350,162.30,197.03,34.48,89.56,29.31,117.62,4.77,17.83,34.03,3.74,Flexural-bending (brittle),,,,,,,,,,,,,,,,,,,,,
413,"Xia et al. (2012), BII-9",Partial corrosion over central 1000 mm.,R,SS_FPB_MONO,0,150,200,1500,1200,48,48,45,T_C,2,16,1.340,2,10,D,H-90,0,359.85,509.00,0.524,2,P,100,10,319.6,1.047,OPC,0.36,16,Cube,35.6,IC,External stainless steel net,1000,2000.0,75.8,5.0,100,4:3,20.42,1000,0.817,350,169.30,183.60,32.13,83.45,29.31,109.60,5.29,18.44,32.00,3.49,Flexural-bending (brittle),,,,,,,,,,,,,,,,,,,,,
414,"Dang and François (2013), A2T",Control. 27 years old. ,R,SS_TPB_MONO_SUST,80,150,280,3000,2860,56,56,52,T_C,2,16,0.957,2,8,D,S,0,564.65,622.30,0.239,2,D,220,8,550.0,0.305,OPC-HP,0.50,15,Cylinder,65.3,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,1430,67.39,74.80,53.48,100.00,48.03,111.35,13.09,64.66,5.15,4.94,Flexural-bending (ductile),Sustained loading maintained during 19 years then stored for a further 8 years until testing. Reinforcement capacities calculated based on measured tensile force and average residual cross-sectional area.  ,,,,,,,,,,,,,,,,,,,,
415,"Dang and François (2013), A2C11",27 years old. ,R,SS_TPB_MONO_SUST,80,150,280,3000,2860,56,56,52,T_C,2,16,0.957,2,8,D,S,0,619.81,703.44,0.239,2,D,220,8,353.8,0.305,OPC-HP,0.50,15,Cylinder,63.3,EI,N/A,3000,1.8,9863.0,3.5,280,7:7,39.94,150,1.598,1430,46.97,52.73,37.70,70.49,47.88,78.74,12.19,34.57,3.85,2.84,Flexural-bending (brittle),First 6 years 7:15 wet dry ratio. 6 -19 years 7:7 ratio. Sustained loading and salt fog removed at 19 years. 19 - 27 years beams stored until test. Salt fog (35 g/L NaCl) used 0.1 MPa compressed air. Reinforcement capacities calculated based on measured tensile force and average residual cross-sectional area.  ,,,,,,,,,,,,,,,,,,,,
416,"Du et al. (2013), CB5",Control.,R,SS_TPB_MONO_SUST,60,100,150,1300,1000,30,30,29,T_C,2,8,0.670,2,6,D,S,0,478.00,557.00,0.377,2,P,100,6,286.0,0.565,OPC,0.65,10,Cube,39.2,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,500,14.70,25.60,6.40,100.00,5.55,115.40,2.85,69.30,5.16,24.32,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
417,"Du et al. (2013), CB1",Exposed to air for 29 days posT_Cure prior to loading. Symmetrical partial corrosion.,R,SS_TPB_MONO_SUST,60,100,150,1300,1000,30,30,29,T_C,2,8,0.670,2,6,D,S,0,355.54,517.60,0.377,2,P,100,6,286.0,0.565,OPC,0.65,10,Cube,39.2,IC,External stainless steel plate,150,500.0,50.0,3.5,50,0.92:0.08,14.00,1300,0.280,500,15.10,15.40,3.85,60.16,5.55,69.42,2.67,9.20,5.66,3.45,Flexural-bending (brittle),Wet and dry cycle involved 2 hours of NaCl spray and 22 hours of drying for full duration. Implied that full length of tensile bars extracted and weighed.,,,,,,,,,,,,,,,,,,,,
418,"Du et al. (2013), CB2",Exposed to air for 29 days posT_Cure prior to loading. Symmetrical partial corrosion.,R,SS_TPB_MONO_SUST,60,100,150,1300,1000,30,30,29,T_C,2,8,0.670,2,6,D,S,0,311.80,505.40,0.377,2,P,100,6,286.0,0.565,OPC,0.65,10,Cube,39.2,IC,External stainless steel plate,500,500.0,55.0,3.5,50,0.92:0.08,19.00,1300,0.380,500,15.00,15.00,3.75,58.59,5.55,67.61,1.95,8.93,7.69,4.58,Flexural-bending (brittle),Wet and dry cycle involved 2 hours of NaCl spray and 22 hours of drying for full duration. Implied that full length of tensile bars extracted and weighed.,,,,,,,,,,,,,,,,,,,,
419,"Du et al. (2013), CB3",Exposed to air for 29 days posT_Cure prior to loading. Non-symmetrical partial corrosion - to the right of mid-span.,R,SS_TPB_MONO_SUST,60,100,150,1300,1000,30,30,29,T_C,2,8,0.670,2,6,D,S,0,338.04,513.00,0.377,2,P,100,6,286.0,0.565,OPC,0.65,10,Cube,39.2,IC,External stainless steel plate,300,500.0,50.0,3.5,50,0.92:0.08,16.00,1300,0.320,500,15.00,15.00,3.75,58.59,5.55,67.61,2.79,9.81,5.38,3.52,Flexural-bending (brittle),Wet and dry cycle involved 2 hours of NaCl spray and 22 hours of drying for full duration. Implied that full length of tensile bars extracted and weighed.,,,,,,,,,,,,,,,,,,,,
420,"Du et al. (2013), CB4",Exposed to air for 29 days posT_Cure prior to loading. Non-symmetrical partial corrosion - to the right of mid-span.,R,SS_TPB_MONO_SUST,60,100,150,1300,1000,30,30,29,T_C,2,8,0.670,2,6,D,S,0,241.82,482.30,0.377,2,P,100,6,286.0,0.565,OPC,0.65,10,Cube,39.2,IC,External stainless steel plate,650,500.0,60.0,3.5,50,0.92:0.08,27.00,1300,0.540,500,15.10,19.90,4.98,77.73,5.55,89.70,2.27,29.16,6.65,12.85,Flexural-bending (ductile),Wet and dry cycle involved 2 hours of NaCl spray and 22 hours of drying for full duration. Implied that full length of tensile bars extracted and weighed.,,,,,,,,,,,,,,,,,,,,
421,"Ma et al. (2013), LA1",Control. ,R,SS_FPB_MONO,0,200,300,2400,2100,41,44,41,T_C,3,18,1.037,2,12,D,H-90,0,360.00,560.00,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,700,245.00,270.00,94.50,100.00,52.43,180.24,6.60,18.30,37.12,2.77,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree.",,,,,,,,,,,,,,,,,,,,
422,"Ma et al. (2013), LA2",Control.,R,SS_FPB_MONO,0,200,300,2400,2100,35,35,31,T_C,3,20,1.236,2,12,D,H-90,0,373.70,578.30,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,700,280.00,305.00,106.75,100.00,66.87,159.64,6.60,18.30,42.42,2.77,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree.",,,,,,,,,,,,,,,,,,,,
423,"Ma et al. (2013), LA3",Control.,R,SS_FPB_MONO,0,200,300,2400,2100,41,41,36,T_C,3,22,1.456,2,12,D,H-90,0,380.15,569.56,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,700,270.00,295.00,103.25,100.00,76.52,134.94,6.60,18.30,40.91,2.77,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree.",,,,,,,,,,,,,,,,,,,,
424,"Ma et al. (2013), LA4",Control.,R,SS_FPB_MONO,0,200,300,2400,2100,40,40,36,T_C,3,20,1.236,2,12,D,H-90,0,373.70,578.30,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,700,230.00,255.00,89.25,100.00,65.13,137.03,6.60,18.30,34.85,2.77,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree.",,,,,,,,,,,,,,,,,,,,
425,"Ma et al. (2013), LA5",Control.,R,SS_FPB_MONO,0,200,300,2400,2100,39,39,36,T_C,3,18,1.037,2,12,D,H-90,0,360.00,560.00,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,700,190.00,215.00,75.25,100.00,53.67,140.20,6.60,18.30,28.79,2.77,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree.",,,,,,,,,,,,,,,,,,,,
426,"Ma et al. (2013), LA6",Control.,R,SS_FPB_MONO,0,200,300,2400,2100,45,45,41,T_C,3,20,1.236,2,12,D,H-90,0,373.70,578.30,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,700,240.00,265.00,92.75,100.00,63.48,146.12,6.60,18.30,36.36,2.77,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree.",,,,,,,,,,,,,,,,,,,,
427,"Ma et al. (2013), LA7",Control.,R,SS_FPB_MONO,0,200,300,2400,2100,36,36,31,T_C,3,22,1.456,2,12,D,H-90,0,380.15,569.56,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,700,210.00,235.00,82.25,100.00,78.46,104.83,6.60,18.30,31.82,2.77,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree.",,,,,,,,,,,,,,,,,,,,
428,"Ma et al. (2013), LA8",Control.,R,SS_FPB_MONO,0,200,300,2400,2100,40,40,36,T_C,3,20,1.236,2,12,D,H-90,0,373.70,578.30,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,700,275.00,300.00,105.00,100.00,65.13,161.21,6.60,18.30,41.67,2.77,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree.",,,,,,,,,,,,,,,,,,,,
429,"Ma et al. (2013), LA9",Three tensile reinforcing bars - two 18 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,34,34,31,T_C,3,18,1.037,2,12,D,H-90,0,343.99,538.23,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,IC,External stainless steel plate,2400,1800.0,2.0,5,300,N/A,2.43,500,0.109,700,179.00,200.00,70.00,93.02,55.00,127.28,7.60,17.10,23.55,2.25,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree. Corrosion duration back calculated from Faraday's Law.",,,,,,,,,,,,,,,,,,,,
430,"Ma et al. (2013), LA10",Three tensile reinforcing bars - two 20 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,40,40,36,T_C,3,20,1.236,2,12,D,H-90,0,340.19,532.96,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,IC,External stainless steel plate,2400,1800.0,4.0,5,300,N/A,4.90,500,0.245,700,190.00,210.00,73.50,82.35,65.13,112.84,7.60,17.10,25.00,2.25,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree. Corrosion duration back calculated from Faraday's Law.",,,,,,,,,,,,,,,,,,,,
431,"Ma et al. (2013), LA11",Control.,R,SS_FPB_MONO,0,200,300,2400,2100,46,46,41,T_C,3,22,1.456,2,12,D,H-90,0,380.15,569.56,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,700,200.00,225.00,78.75,100.00,74.49,105.73,6.60,18.30,30.30,2.77,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree.",,,,,,,,,,,,,,,,,,,,
432,"Ma et al. (2013), LA12",Three tensile reinforcing bars - two 20 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,35,35,31,T_C,3,20,1.236,2,12,D,H-90,0,344.91,539.35,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,IC,External stainless steel plate,2400,1800.0,4.0,5,300,N/A,4.21,500,0.211,700,220.00,230.00,80.50,75.41,66.87,120.38,7.60,17.10,28.95,2.25,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree. Corrosion duration back calculated from Faraday's Law.",,,,,,,,,,,,,,,,,,,,
433,"Ma et al. (2013), LA13",Three tensile reinforcing bars - two 18 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,34,34,31,T_C,3,18,1.037,2,12,D,H-90,0,332.66,522.82,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,IC,External stainless steel plate,2400,1800.0,4.0,5,300,N/A,4.15,500,0.187,700,150.00,175.00,61.25,81.40,55.00,111.37,7.60,17.10,19.74,2.25,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree. Corrosion duration back calculated from Faraday's Law.",,,,,,,,,,,,,,,,,,,,
434,"Ma et al. (2013), LA14",Control.,R,SS_FPB_MONO,0,200,300,2400,2100,40,40,36,T_C,3,20,1.236,2,12,D,H-90,0,373.70,578.30,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,700,220.00,245.00,85.75,100.00,65.13,131.65,6.60,18.30,33.33,2.77,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree.",,,,,,,,,,,,,,,,,,,,
435,"Ma et al. (2013), LA15",Three tensile reinforcing bars - two 22 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,46,46,41,T_C,3,22,1.456,2,12,D,H-90,0,350.31,530.47,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,IC,External stainless steel plate,2400,1800.0,4.0,5,300,N/A,4.29,500,0.236,700,210.00,230.00,80.50,102.22,74.49,108.08,7.60,17.10,27.63,2.25,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree. Corrosion duration back calculated from Faraday's Law.",,,,,,,,,,,,,,,,,,,,
436,"Ma et al. (2013), LA16",Three tensile reinforcing bars - two 20 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,45,45,41,T_C,3,20,1.236,2,12,D,H-90,0,340.81,533.79,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,IC,External stainless steel plate,2400,1800.0,4.0,5,300,N/A,4.81,500,0.241,700,210.00,230.00,80.50,86.79,63.48,126.82,7.60,17.10,27.63,2.25,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree. Corrosion duration back calculated from Faraday's Law.",,,,,,,,,,,,,,,,,,,,
437,"Ma et al. (2013), LA17",Three tensile reinforcing bars - two 18 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,44,44,41,T_C,3,18,1.037,2,12,D,H-90,0,319.68,505.16,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,IC,External stainless steel plate,2400,1800.0,6.0,5,300,N/A,6.12,500,0.275,700,129.00,152.00,53.20,56.30,52.43,101.47,7.00,15.60,18.43,2.23,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree. Corrosion duration back calculated from Faraday's Law.",,,,,,,,,,,,,,,,,,,,
438,"Ma et al. (2013), LA18",Three tensile reinforcing bars - two 20 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,35,35,31,T_C,3,20,1.236,2,12,D,H-90,0,305.65,486.23,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,IC,External stainless steel plate,2400,1800.0,8.0,5,300,N/A,9.95,500,0.498,700,160.00,193.00,67.55,63.28,66.87,101.02,6.80,14.30,23.53,2.10,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree. Corrosion duration back calculated from Faraday's Law.",,,,,,,,,,,,,,,,,,,,
439,"Ma et al. (2013), LA19",Three tensile reinforcing bars - two 22 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,41,41,36,T_C,3,22,1.456,2,12,D,H-90,0,311.00,478.98,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,IC,External stainless steel plate,2400,1800.0,10.0,5,300,N/A,9.94,500,0.547,700,180.00,213.00,74.55,72.20,85.99,86.70,6.80,14.30,26.47,2.10,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree. Corrosion duration back calculated from Faraday's Law.",,,,,,,,,,,,,,,,,,,,
440,"Ma et al. (2013), LA20",Three tensile reinforcing bars - two 20 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,40,40,36,T_C,3,20,1.236,2,12,D,H-90,0,342.58,536.20,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,IC,External stainless steel plate,2400,1800.0,4.0,5,300,N/A,4.55,500,0.228,700,220.00,240.00,84.00,94.12,65.13,128.97,7.60,17.10,28.95,2.25,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree. Corrosion duration back calculated from Faraday's Law.",,,,,,,,,,,,,,,,,,,,
441,"Ma et al. (2013), LA21",Three tensile reinforcing bars - two 18 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,39,39,36,T_C,3,18,1.037,2,12,D,H-90,0,249.91,410.28,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,IC,External stainless steel plate,2400,1800.0,14.0,5,300,N/A,16.71,500,0.752,700,120.00,153.00,53.55,71.16,53.67,99.77,6.00,12.90,20.00,2.15,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree. Corrosion duration back calculated from Faraday's Law.",,,,,,,,,,,,,,,,,,,,
442,"Ma et al. (2013), LA22",Three tensile reinforcing bars - two 20 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,45,45,41,T_C,3,20,1.236,2,12,D,H-90,0,299.91,478.46,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,IC,External stainless steel plate,2400,1800.0,8.0,5,300,N/A,10.79,500,0.540,700,180.00,213.00,74.55,80.38,63.48,117.44,6.00,12.90,30.00,2.15,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree. Corrosion duration back calculated from Faraday's Law.",,,,,,,,,,,,,,,,,,,,
443,"Ma et al. (2013), LA23",Three tensile reinforcing bars - two 22 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,36,36,31,T_C,3,22,1.456,2,12,D,H-90,0,306.20,472.69,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,IC,External stainless steel plate,2400,1800.0,10.0,5,300,N/A,10.63,500,0.585,700,190.00,223.00,78.05,94.89,87.65,89.05,6.00,12.90,31.67,2.15,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree. Corrosion duration back calculated from Faraday's Law.",,,,,,,,,,,,,,,,,,,,
444,"Ma et al. (2013), LA24",Three tensile reinforcing bars - two 20 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,40,40,36,T_C,3,20,1.236,2,12,D,H-90,0,285.96,459.59,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,IC,External stainless steel plate,2400,1800.0,10.0,5,300,N/A,12.83,500,0.642,700,160.00,193.00,67.55,64.33,65.13,103.71,6.00,12.90,26.67,2.15,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree. Corrosion duration back calculated from Faraday's Law.",,,,,,,,,,,,,,,,,,,,
445,"Ma et al. (2013), LB1",Control.,R,SS_FPB_MONO,0,200,300,2400,2100,44,44,41,T_C,3,18,1.037,2,12,P,H-90,0,250.00,390.00,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,700,109.00,173.00,60.55,100.00,37.53,161.32,5.25,15.35,20.76,2.92,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree.",,,,,,,,,,,,,,,,,,,,
446,"Ma et al. (2013), LB2",Control.,R,SS_FPB_MONO,0,200,300,2400,2100,35,35,31,T_C,3,20,1.236,2,12,P,H-90,0,258.25,393.39,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,700,180.00,173.00,60.55,100.00,47.25,128.15,5.25,15.35,34.29,2.92,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree.",,,,,,,,,,,,,,,,,,,,
447,"Ma et al. (2013), LB3",Control.,R,SS_FPB_MONO,0,200,300,2400,2100,41,41,36,T_C,3,22,1.456,2,12,P,H-90,0,274.38,426.17,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,700,170.00,173.00,60.55,100.00,56.69,106.81,5.25,15.35,32.38,2.92,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree.",,,,,,,,,,,,,,,,,,,,
448,"Ma et al. (2013), LB4",Control.,R,SS_FPB_MONO,0,200,300,2400,2100,40,40,36,T_C,3,20,1.236,2,12,P,H-90,0,258.25,393.39,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,700,150.00,173.00,60.55,100.00,46.19,131.09,5.25,15.35,28.57,2.92,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree.",,,,,,,,,,,,,,,,,,,,
449,"Ma et al. (2013), LB5",Control.,R,SS_FPB_MONO,0,200,300,2400,2100,39,39,36,T_C,3,18,1.037,2,12,P,H-90,0,250.00,390.00,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,700,150.00,173.00,60.55,100.00,38.22,158.43,5.25,15.35,28.57,2.92,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree.",,,,,,,,,,,,,,,,,,,,
450,"Ma et al. (2013), LB6",Three tensile reinforcing bars - two 20 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,45,45,41,T_C,3,20,1.236,2,12,P,H-90,0,253.00,386.40,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,IC,External stainless steel plate,2400,1800.0,2.0,5,300,N/A,1.11,500,0.056,700,150.00,173.00,60.55,100.00,43.76,138.37,5.25,15.35,28.57,2.92,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree. Corrosion duration back calculated from Faraday's Law.",,,,,,,,,,,,,,,,,,,,
451,"Ma et al. (2013), LB7",Three tensile reinforcing bars - two 22 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,36,36,31,T_C,3,22,1.456,2,12,P,H-90,0,257.11,402.71,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,IC,External stainless steel plate,2400,1800.0,4.0,5,300,N/A,3.44,500,0.189,700,210.00,225.00,78.75,130.06,54.69,143.99,5.65,16.00,37.17,2.83,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree. Corrosion duration back calculated from Faraday's Law.",,,,,,,,,,,,,,,,,,,,
452,"Ma et al. (2013), LB8",Control.,R,SS_FPB_MONO,0,200,300,2400,2100,40,40,36,T_C,3,20,1.236,2,12,P,H-90,0,258.25,393.39,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,700,153.00,173.00,60.55,100.00,49.09,123.34,5.25,15.35,29.14,2.92,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree.",,,,,,,,,,,,,,,,,,,,
453,"Ma et al. (2013), LB9",Three tensile reinforcing bars - two 18 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,34,34,31,T_C,3,18,1.037,2,12,P,H-90,0,234.81,369.28,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,IC,External stainless steel plate,2400,1800.0,4.0,5,300,N/A,3.32,500,0.149,700,110.00,154.90,54.22,89.54,38.98,139.09,4.50,15.15,24.44,3.37,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree. Corrosion duration back calculated from Faraday's Law.",,,,,,,,,,,,,,,,,,,,
454,"Ma et al. (2013), LB10",Three tensile reinforcing bars - two 20 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,40,40,36,T_C,3,20,1.236,2,12,P,H-90,0,240.10,369.22,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,IC,External stainless steel plate,2400,1800.0,4.0,5,300,N/A,3.84,500,0.192,700,130.00,154.90,54.22,89.54,46.19,117.38,4.50,15.15,28.89,3.37,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree. Corrosion duration back calculated from Faraday's Law.",,,,,,,,,,,,,,,,,,,,
455,"Ma et al. (2013), LB11",Three tensile reinforcing bars - two 22 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,46,46,41,T_C,3,22,1.456,2,12,P,H-90,0,252.24,396.10,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,IC,External stainless steel plate,2400,1800.0,4.0,5,300,N/A,4.41,500,0.243,700,136.60,154.90,54.22,89.54,55.32,98.00,4.50,15.15,30.36,3.37,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree. Corrosion duration back calculated from Faraday's Law.",,,,,,,,,,,,,,,,,,,,
456,"Ma et al. (2013), LB12",Three tensile reinforcing bars - two 20 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,35,35,31,T_C,3,20,1.236,2,12,P,H-90,0,246.34,377.53,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,IC,External stainless steel plate,2400,1800.0,2.0,5,300,N/A,2.52,500,0.126,700,140.00,154.90,54.22,89.54,47.25,114.74,4.50,15.15,31.11,3.37,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree. Corrosion duration back calculated from Faraday's Law.",,,,,,,,,,,,,,,,,,,,
457,"Ma et al. (2013), LB13",Three tensile reinforcing bars - two 18 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,34,34,31,T_C,3,18,1.037,2,12,P,H-90,0,230.37,363.23,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,IC,External stainless steel plate,2400,1800.0,4.0,5,300,N/A,4.29,500,0.193,700,110.00,154.90,54.22,89.54,38.98,139.09,4.50,15.15,24.44,3.37,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree. Corrosion duration back calculated from Faraday's Law.",,,,,,,,,,,,,,,,,,,,
458,"Ma et al. (2013), LB14",Three tensile reinforcing bars - two 20 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,40,40,36,T_C,3,20,1.236,2,12,P,H-90,0,225.55,349.83,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,IC,External stainless steel plate,2400,1800.0,6.0,5,300,N/A,6.92,500,0.346,700,124.60,144.10,50.44,83.29,46.19,109.19,4.90,15.10,25.43,3.08,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree. Corrosion duration back calculated from Faraday's Law.",,,,,,,,,,,,,,,,,,,,
459,"Ma et al. (2013), LB15",Three tensile reinforcing bars - two 22 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,46,46,41,T_C,3,22,1.456,2,12,P,H-90,0,234.51,372.03,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,IC,External stainless steel plate,2400,1800.0,8.0,5,300,N/A,7.94,500,0.437,700,124.60,160.00,56.00,92.49,55.32,101.22,4.90,15.10,25.43,3.08,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree. Corrosion duration back calculated from Faraday's Law.",,,,,,,,,,,,,,,,,,,,
460,"Ma et al. (2013), LB16",Three tensile reinforcing bars - two 20 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,45,45,41,T_C,3,20,1.236,2,12,P,H-90,0,212.41,332.34,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,IC,External stainless steel plate,2400,1800.0,8.0,5,300,N/A,9.70,500,0.485,700,106.30,130.00,45.50,75.14,45.21,100.65,5.10,14.00,20.84,2.75,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree. Corrosion duration back calculated from Faraday's Law.",,,,,,,,,,,,,,,,,,,,
461,"Ma et al. (2013), LB17",Three tensile reinforcing bars - two 18 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,44,44,41,T_C,3,18,1.037,2,12,P,H-90,0,233.85,367.97,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,IC,External stainless steel plate,2400,1800.0,4.0,5,300,N/A,3.53,500,0.159,700,130.00,154.90,54.22,89.54,37.53,144.44,4.50,15.15,28.89,3.37,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree. Corrosion duration back calculated from Faraday's Law.",,,,,,,,,,,,,,,,,,,,
462,"Ma et al. (2013), LB18",Three tensile reinforcing bars - two 20 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,35,35,31,T_C,3,20,1.236,2,12,P,H-90,0,213.73,334.10,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,IC,External stainless steel plate,2400,1800.0,8.0,5,300,N/A,9.42,500,0.471,700,106.30,130.00,45.50,75.14,47.25,96.30,5.10,14.00,20.84,2.75,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree. Corrosion duration back calculated from Faraday's Law.",,,,,,,,,,,,,,,,,,,,
463,"Ma et al. (2013), LB19",Three tensile reinforcing bars - two 22 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,41,41,36,T_C,3,22,1.456,2,12,P,H-90,0,197.15,321.30,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,IC,External stainless steel plate,2400,1800.0,14.0,5,300,N/A,15.38,500,0.846,700,89.70,108.90,38.12,62.95,56.69,67.23,4.85,13.10,18.49,2.70,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree. Corrosion duration back calculated from Faraday's Law.",,,,,,,,,,,,,,,,,,,,
464,"Ma et al. (2013), LB20",Three tensile reinforcing bars - two 20 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,40,40,36,T_C,3,20,1.236,2,12,P,H-90,0,211.89,331.64,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,IC,External stainless steel plate,2400,1800.0,8.0,5,300,N/A,9.81,500,0.491,700,100.00,123.90,43.37,71.62,46.19,93.89,5.10,14.00,19.61,2.75,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree. Corrosion duration back calculated from Faraday's Law.",,,,,,,,,,,,,,,,,,,,
465,"Ma et al. (2013), LB21",Three tensile reinforcing bars - two 18 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,39,39,36,T_C,3,18,1.037,2,12,P,H-90,0,155.76,261.46,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,IC,External stainless steel plate,2400,1800.0,16.0,5,300,N/A,20.60,500,0.927,700,75.00,108.90,38.12,62.95,38.22,99.73,4.85,13.10,15.46,2.70,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree. Corrosion duration back calculated from Faraday's Law.",,,,,,,,,,,,,,,,,,,,
466,"Ma et al. (2013), LB22",Three tensile reinforcing bars - two 20 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,45,45,41,T_C,3,20,1.236,2,12,P,H-90,0,208.25,326.80,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,IC,External stainless steel plate,2400,1800.0,10.0,5,300,N/A,10.58,500,0.529,700,100.00,123.90,43.37,71.62,45.21,95.92,5.10,14.00,19.61,2.75,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree. Corrosion duration back calculated from Faraday's Law.",,,,,,,,,,,,,,,,,,,,
467,"Ma et al. (2013), LB23",Three tensile reinforcing bars - two 22 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,36,36,31,T_C,3,22,1.456,2,12,P,H-90,0,216.08,347.00,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,IC,External stainless steel plate,2400,1800.0,10.0,5,300,N/A,11.61,500,0.639,700,106.30,130.00,45.50,75.14,58.14,78.26,5.10,14.00,20.84,2.75,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree. Corrosion duration back calculated from Faraday's Law.",,,,,,,,,,,,,,,,,,,,
468,"Ma et al. (2013), LB24",Three tensile reinforcing bars - two 20 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,40,40,36,T_C,3,20,1.236,2,12,P,H-90,0,196.15,310.68,0.377,2,P,100,8,250.0,0.503,OPC,0.52,25,Cylinder,30.0,IC,External stainless steel plate,2400,1800.0,10.0,5,300,N/A,13.14,500,0.657,700,90.00,108.90,38.12,62.95,46.19,82.52,4.85,13.10,18.56,2.70,Flexural-bending (ductile),"Ultimate load, yield and ultimate displacements based on ""typical"" load-deflection curves and are therefore assumed to be approximately averaged for each corrosion degree. Corrosion duration back calculated from Faraday's Law.",,,,,,,,,,,,,,,,,,,,
469,"Zhu et al. (2013), B2T-1",Control. 26 years old. ,R,SS_TPB_MONO_SUST,80,150,280,1150,950,22,22,19,T_C,2,12,0.539,2,6,D,S,0,532.00,592.00,0.135,2,D,220,6,550.0,0.171,OPC_HP,0.5,15,Cylinder,65.3,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,475,135.65,135.65,32.22,100.00,30.16,106.83,2.80,4.88,48.45,1.74,Shear,Sustained loading maintained during 19 years then stored for a further 7 years until testing. Experimental moment capacity based on yield load due to change in failure mode.,,,,,,,,,,,,,,,,,,,,
470,"Zhu et al. (2013), B2T-2",Control. 26 years old. ,R,SS_TPB_MONO_SUST,80,150,280,1150,950,22,22,19,T_C,2,12,0.539,2,6,D,S,0,539.00,601.00,0.135,2,D,220,6,550.0,0.171,OPC_HP,0.5,15,Cylinder,65.3,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,475,135.48,157.83,32.18,100.00,30.16,106.69,2.51,8.37,53.98,3.33,Flexure-shear,Sustained loading maintained during 19 years then stored for a further 7 years until testing. Experimental moment capacity based on yield load due to change in failure mode.,,,,,,,,,,,,,,,,,,,,
471,"Zhu et al. (2013), B2C12-1",26 years old. ,R,SS_TPB_MONO_SUST,80,150,280,1150,950,22,22,19,T_C,2,12,0.539,2,6,D,S,0,627.00,765.00,0.135,2,D,220,6,340.0,0.171,OPC_HP,0.5,15,Cylinder,63.4,EI,N/A,1150,1.8,9496.0,3.5,280,7:7,54.42,211,1.633,475,110.43,147.83,26.23,81.46,30.13,87.05,1.79,34.00,61.69,18.99,Flexural-bending (ductile),First 6 years 7:15 wet dry ratio. 6 -19 years 7:7 ratio. Sustained loading and salt fog removed at 19 years. 19 - 26 years beams stored until test. Salt fog (35 g/L NaCl) used 0.1 MPa compressed air. Experimental moment capacity based on yield load due to change in failure mode.  ,,,,,,,,,,,,,,,,,,,,
472,"Zhu et al. (2013), B2C12-2",26 years old. ,R,SS_TPB_MONO_SUST,80,150,280,1150,950,22,22,19,T_C,2,12,0.539,2,6,D,S,0,628.00,772.00,0.135,2,D,220,6,324.9,0.171,OPC_HP,0.5,15,Cylinder,63.4,EI,N/A,1150,1.8,9496.0,3.5,280,7:7,36.80,201,1.104,475,80.43,123.04,19.10,59.33,30.13,63.40,1.45,25.99,55.47,17.92,Flexural-bending (ductile),First 6 years 7:15 wet dry ratio. 6 -19 years 7:7 ratio. Sustained loading and salt fog removed at 19 years. 19 - 26 years beams stored until test. Salt fog (35 g/L NaCl) used 0.1 MPa compressed air. Experimental moment capacity based on yield load due to change in failure mode.,,,,,,,,,,,,,,,,,,,,
473,"Wang et al. (2014), LA1",Control. Three tensile reinforcing bars - two 20 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,40,40,36,T_C,3,20,1.236,2,12,D,H-90,0,373.71,578.28,0.377,2,P,100,8,250.0,0.503,OPC,0.53,20,Cube,34.6,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,700,210.27,233.88,81.86,100.00,82.12,99.69,6.78,18.36,31.01,2.71,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
474,"Wang et al. (2014), LA2",Three tensile reinforcing bars - two 20 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,40,40,36,T_C,3,20,1.236,2,12,D,H-90,0,340.20,532.94,0.377,2,P,100,8,250.0,0.503,OPC,0.53,20,Cube,34.6,IC,External stainless steel plate,2100,1800.0,5.0,5,300,N/A,4.90,40,0.245,700,200.22,226.01,79.10,96.64,82.12,96.33,7.31,17.17,27.39,2.35,Flexural-bending (ductile),Duration of corrosion simulation back calculated from Faraday's Law.,,,,,,,,,,,,,,,,,,,,
475,"Wang et al. (2014), LA3",Three tensile reinforcing bars - two 20 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,40,40,36,T_C,3,20,1.236,2,12,D,H-90,0,331.24,520.82,0.377,2,P,100,8,250.0,0.503,OPC,0.53,20,Cube,34.6,IC,External stainless steel plate,2100,1800.0,5.0,5,300,N/A,6.21,40,0.311,700,188.85,208.53,72.99,89.16,82.12,88.88,7.17,15.60,26.34,2.18,Flexural-bending (ductile),Duration of corrosion simulation back calculated from Faraday's Law.,,,,,,,,,,,,,,,,,,,,
476,"Wang et al. (2014), LA4",Three tensile reinforcing bars - two 20 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,40,40,36,T_C,3,20,1.236,2,12,D,H-90,0,308.40,489.92,0.377,2,P,100,8,250.0,0.503,OPC,0.53,20,Cube,34.6,IC,External stainless steel plate,2100,1800.0,10.0,5,300,N/A,9.55,40,0.478,700,169.62,191.91,67.17,82.05,82.12,81.80,7.81,14.67,21.72,1.88,Flexural-bending (brittle),Duration of corrosion simulation back calculated from Faraday's Law.,,,,,,,,,,,,,,,,,,,,
477,"Wang et al. (2014), LA5",Three tensile reinforcing bars - two 20 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,40,40,36,T_C,3,20,1.236,2,12,D,H-90,0,285.97,459.57,0.377,2,P,100,8,250.0,0.503,OPC,0.53,20,Cube,34.6,IC,External stainless steel plate,2100,1800.0,10.0,5,300,N/A,12.83,40,0.642,700,149.51,171.37,59.98,73.27,82.12,73.04,6.75,13.03,22.15,1.93,Flexural-bending (brittle),Duration of corrosion simulation back calculated from Faraday's Law.,,,,,,,,,,,,,,,,,,,,
478,"Wang et al. (2014), LA6",Control. Three tensile reinforcing bars - two 20 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,35,35,31,T_C,3,20,1.236,2,12,D,H-90,0,373.71,578.28,0.377,2,P,100,8,250.0,0.503,OPC,0.53,20,Cube,34.6,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,700,209.84,237.07,82.97,100.00,84.33,98.40,6.62,18.21,31.70,2.75,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
479,"Wang et al. (2014), LA7",Three tensile reinforcing bars - two 20 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,35,35,31,T_C,3,20,1.236,2,12,D,H-90,0,305.66,486.22,0.377,2,P,100,8,250.0,0.503,OPC,0.53,20,Cube,34.6,IC,External stainless steel plate,2100,1800.0,10.0,5,300,N/A,9.95,40,0.498,700,149.11,180.52,63.18,76.15,84.33,74.93,7.51,15.57,19.85,2.07,Flexural-bending (ductile),Duration of corrosion simulation back calculated from Faraday's Law.,,,,,,,,,,,,,,,,,,,,
480,"Wang et al. (2014), LA8",Control. Three tensile reinforcing bars - two 20 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,45,45,41,T_C,3,20,1.236,2,12,D,H-90,0,373.71,578.28,0.377,2,P,100,8,250.0,0.503,OPC,0.53,20,Cube,34.6,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,700,194.35,213.19,74.62,100.00,79.98,93.29,7.57,15.62,25.67,2.06,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
481,"Wang et al. (2014), LA9",Three tensile reinforcing bars - two 20 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,45,45,41,T_C,3,20,1.236,2,12,D,H-90,0,299.92,478.45,0.377,2,P,100,8,250.0,0.503,OPC,0.53,20,Cube,34.6,IC,External stainless steel plate,2100,1800.0,10.0,5,300,N/A,10.79,40,0.540,700,149.53,159.16,55.71,74.66,79.98,69.65,8.53,14.36,17.53,1.68,Flexural-bending (brittle),Duration of corrosion simulation back calculated from Faraday's Law.,,,,,,,,,,,,,,,,,,,,
482,"Wang et al. (2014), LA10",Control. Three tensile reinforcing bars - two 22 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,36,36,31,T_C,3,22,1.456,2,12,D,H-90,0,373.71,578.28,0.377,2,P,100,8,250.0,0.503,OPC,0.53,20,Cube,34.6,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,700,215.99,245.46,85.91,100.00,101.33,84.79,5.19,16.56,41.62,3.19,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
483,"Wang et al. (2014), LA11",Three tensile reinforcing bars - two 22 mm deformed bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,36,36,31,T_C,3,22,1.456,2,12,D,H-90,0,301.01,479.93,0.377,2,P,100,8,250.0,0.503,OPC,0.53,20,Cube,34.6,IC,External stainless steel plate,2100,1800.0,10.0,5,300,N/A,10.63,40,0.585,700,190.07,205.04,71.76,83.53,101.33,70.82,7.67,13.63,24.78,1.78,Flexural-bending (brittle),Duration of corrosion simulation back calculated from Faraday's Law.,,,,,,,,,,,,,,,,,,,,
484,"Wang et al. (2014), LB1",Control. Three tensile reinforcing bars - two 20 mm plains bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,40,40,36,T_C,3,20,1.236,2,12,P,H-90,0,258.25,393.39,0.377,2,P,100,8,250.0,0.503,OPC,0.53,20,Cube,39.8,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,700,158.15,172.49,60.37,100.00,58.87,102.55,5.29,15.24,29.90,2.88,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
485,"Wang et al. (2014), LB2",Three tensile reinforcing bars - two 20 mm plains bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,40,40,36,T_C,3,20,1.236,2,12,P,H-90,0,239.72,368.72,0.377,2,P,100,8,250.0,0.503,OPC,0.53,20,Cube,39.8,IC,External stainless steel plate,2100,1800.0,5.0,5,300,N/A,3.92,40,0.196,700,137.80,154.45,54.06,89.54,58.87,91.82,4.69,15.09,29.38,3.22,Flexural-bending (ductile),Duration of corrosion simulation back calculated from Faraday's Law.,,,,,,,,,,,,,,,,,,,,
486,"Wang et al. (2014), LB3",Three tensile reinforcing bars - two 20 mm plains bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,40,40,36,T_C,3,20,1.236,2,12,P,H-90,0,225.22,349.39,0.377,2,P,100,8,250.0,0.503,OPC,0.53,20,Cube,39.8,IC,External stainless steel plate,2100,1800.0,5.0,5,300,N/A,6.99,40,0.350,700,118.84,141.50,49.53,82.03,58.87,84.12,4.49,15.05,26.47,3.35,Flexural-bending (ductile),Duration of corrosion simulation back calculated from Faraday's Law.,,,,,,,,,,,,,,,,,,,,
487,"Wang et al. (2014), LB4",Three tensile reinforcing bars - two 20 mm plains bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,40,40,36,T_C,3,20,1.236,2,12,P,H-90,0,211.51,331.14,0.377,2,P,100,8,250.0,0.503,OPC,0.53,20,Cube,39.8,IC,External stainless steel plate,2100,1800.0,10.0,5,300,N/A,9.89,40,0.495,700,107.28,123.47,43.21,71.58,58.87,73.40,5.40,13.93,19.87,2.58,Flexural-bending (ductile),Duration of corrosion simulation back calculated from Faraday's Law.,,,,,,,,,,,,,,,,,,,,
488,"Wang et al. (2014), LB5",Three tensile reinforcing bars - two 20 mm plains bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,40,40,36,T_C,3,20,1.236,2,12,P,H-90,0,196.15,310.68,0.377,2,P,100,8,250.0,0.503,OPC,0.53,20,Cube,39.8,IC,External stainless steel plate,2100,1800.0,10.0,5,300,N/A,13.14,40,0.657,700,90.17,108.21,37.87,62.73,58.87,64.33,4.89,13.07,18.44,2.67,Flexural-bending (ductile),Duration of corrosion simulation back calculated from Faraday's Law.,,,,,,,,,,,,,,,,,,,,
489,"Wang et al. (2014), LB6",Control. Three tensile reinforcing bars - two 20 mm plains bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,35,35,31,T_C,3,20,1.236,2,12,P,H-90,0,258.25,393.39,0.377,2,P,100,8,250.0,0.503,OPC,0.53,20,Cube,39.8,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,700,172.52,197.10,68.99,100.00,60.21,114.58,4.80,14.94,35.94,3.11,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
490,"Wang et al. (2014), LB7",Three tensile reinforcing bars - two 20 mm plains bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,35,35,31,T_C,3,20,1.236,2,12,P,H-90,0,213.73,334.10,0.377,2,P,100,8,250.0,0.503,OPC,0.53,20,Cube,39.8,IC,External stainless steel plate,2100,1800.0,10.0,5,300,N/A,9.42,40,0.471,700,132.74,148.81,52.08,75.50,60.21,86.50,4.69,12.07,28.30,2.57,Flexural-bending (ductile),Duration of corrosion simulation back calculated from Faraday's Law.,,,,,,,,,,,,,,,,,,,,
491,"Wang et al. (2014), LB8",Control. Three tensile reinforcing bars - two 20 mm plains bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,45,45,41,T_C,3,20,1.236,2,12,P,H-90,0,258.25,393.39,0.377,2,P,100,8,250.0,0.503,OPC,0.53,20,Cube,39.8,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,700,136.88,155.68,54.49,100.00,57.62,94.56,4.67,14.58,29.31,3.12,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
492,"Wang et al. (2014), LB9",Three tensile reinforcing bars - two 20 mm plains bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,45,45,41,T_C,3,20,1.236,2,12,P,H-90,0,208.25,326.80,0.377,2,P,100,8,250.0,0.503,OPC,0.53,20,Cube,39.8,IC,External stainless steel plate,2100,1800.0,10.0,5,300,N/A,10.58,40,0.529,700,103.76,113.53,39.74,72.93,57.62,68.96,4.15,12.70,25.00,3.06,Flexural-bending (ductile),Duration of corrosion simulation back calculated from Faraday's Law.,,,,,,,,,,,,,,,,,,,,
493,"Wang et al. (2014), LB10",Control. Three tensile reinforcing bars - two 22 mm plains bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,36,36,31,T_C,3,22,1.456,2,12,P,H-90,0,258.25,393.39,0.377,2,P,100,8,250.0,0.503,OPC,0.53,20,Cube,39.8,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,700,200.11,223.66,78.28,100.00,75.97,103.04,4.69,19.08,42.67,4.07,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
494,"Wang et al. (2014), LB11",Three tensile reinforcing bars - two 22 mm plains bars and one plain (center) 12 mm bar.,R,SS_FPB_MONO,0,200,300,2400,2100,36,36,31,T_C,3,22,1.456,2,12,P,H-90,0,203.38,320.31,0.377,2,P,100,8,250.0,0.503,OPC,0.53,20,Cube,39.8,IC,External stainless steel plate,2100,1800.0,10.0,5,300,N/A,11.61,40,0.639,700,139.84,176.66,61.83,78.99,75.97,81.39,5.17,15.74,27.05,3.04,Flexural-bending (ductile),Duration of corrosion simulation back calculated from Faraday's Law.,,,,,,,,,,,,,,,,,,,,
495,"Zhu and François (2014), B2T2",Control. 27 years old. ,R,SS_TPB_MONO_SUST,80,150,280,3000,2860,22,22,19,T_C,2,12,0.539,2,6,D,S,0,545.61,603.51,0.135,2,D,220,6,550.0,0.171,OPC_HP,0.5,15,Cylinder,65.3,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,1430,44.43,49.20,35.18,100.00,30.91,113.82,7.64,81.78,5.82,10.70,Flexural-bending (ductile),Sustained loading maintained during 19 years then stored for a further 8 years until testing.,,,,,,,,,,,,,,,,,,,,
496,"Zhu and François (2014), B2C12",27 years old. ,R,SS_TPB_MONO_SUST,80,150,280,3000,2860,22,22,19,T_C,2,12,0.539,2,6,D,S,0,622.81,742.11,0.135,2,D,220,6,278.9,0.171,OPC_HP,0.5,15,Cylinder,63.4,EI,N/A,3000,1.8,9861.0,3.5,280,7:7,59.04,575,1.771,1430,29.93,37.60,26.88,76.42,30.88,87.07,7.21,36.23,4.15,5.02,Flexural-bending (brittle),First 6 years 7:15 wet dry ratio. 6 -19 years 7:7 ratio. Sustained loading and salt fog removed at 19 years. 19 - 27 years beams stored until test. Salt fog (35 g/L NaCl) used 0.1 MPa compressed air.,,,,,,,,,,,,,,,,,,,,
497,"Yu et al. (2015),",Control.,R,SS_TPB_MONO_SUST,0,150,280,3000,2860,22,22,19,T_C,2,12,0.539,2,6,D,S,0,542.00,631.00,0.135,2,P,220,6,,0.171,OPC_HP,0.5,15,Cylinder,45,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,1400,46.20,50.50,35.35,100.00,30.34,116.53,10.21,147.00,4.52,14.40,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
498,"Yu et al. (2015), Bs02",36 months.,R,SS_TPB_MONO_SUST,40,150,280,3000,2860,22,22,19,T_C,2,12,0.539,2,6,D,S,0,477.24,550.38,0.135,2,P,220,6,,0.171,OPC_HP,0.5,15,Cylinder,45,EI,N/A,3000,10.1,1080.0,3.5,280,2:14,11.83,425,0.355,1400,37.31,44.40,31.08,87.92,30.34,102.45,7.45,71.00,5.01,9.53,Flexural-bending (ductile),Sustained loading and salt fog removed at 36 months.,,,,,,,,,,,,,,,,,,,,
499,"Yu et al. (2015), Bs04",27 months.,R,SS_TPB_MONO_SUST,60,150,280,3000,2860,22,22,19,T_C,2,12,0.539,2,6,D,S,0,417.95,477.27,0.135,2,P,220,6,,0.171,OPC_HP,0.5,15,Cylinder,45,EI,N/A,3000,10.1,810.0,3.5,280,2:14,12.30,425,0.369,1400,37.64,44.28,31.00,87.68,30.34,102.18,4.70,52.00,8.01,11.06,Flexural-bending (ductile),Sustained loading and salt fog removed at 27 months.,,,,,,,,,,,,,,,,,,,,
500,"Zhu et al. (2015), B2T3-1",Control. 28 years old. ,R,SS_TPB_MONO_SUST,80,150,280,1020,820,22,22,19,T_C,2,12,0.539,2,6,D,S,0,564.90,632.45,0.135,2,D,220,6,550.0,0.171,OPC_HP,0.5,15,Cylinder,65.3,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,410,170.10,199.00,40.80,100.00,31.96,127.63,2.40,16.60,70.88,6.92,Flexure-shear,Sustained loading maintained during 19 years then stored for a further 9 years until testing. ,,,,,,,,,,,,,,,,,,,,
501,"Zhu et al. (2015), B2T3-2",Control. 28 years old. ,R,SS_TPB_MONO_SUST,80,150,280,1020,820,22,22,19,T_C,2,12,0.539,2,6,D,S,0,564.90,632.45,0.135,2,D,220,6,550.0,0.171,OPC_HP,0.5,15,Cylinder,65.3,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,410,172.30,185.10,37.95,100.00,31.96,118.71,2.84,11.40,60.67,4.01,Flexure-shear,Sustained loading maintained during 19 years then stored for a further 9 years until testing. ,,,,,,,,,,,,,,,,,,,,
502,"Zhu et al. (2015), B2C13-1",28 years old. ,R,SS_TPB_MONO_SUST,80,150,280,1200,1000,22,22,19,T_C,2,12,0.539,2,6,D,S,0,701.34,739.73,0.135,2,D,220,6,550.0,0.171,OPC_HP,0.5,15,Cylinder,63.4,EI,N/A,1200,1.8,10227.0,3.5,280,7:7,26.72,431,0.802,500,113.80,140.20,35.05,89.03,31.93,109.75,2.52,33.30,45.25,13.24,Flexural-bending (ductile),First 6 years 7:15 wet dry ratio. 6 -19 years 7:7 ratio. Sustained loading and salt fog removed at 19 years. 19 - 28 years beams stored until test. Salt fog (35 g/L NaCl) used 0.1 MPa compressed air. ,,,,,,,,,,,,,,,,,,,,
503,"Zhu et al. (2015), B2C13-2",28 years old. ,R,SS_TPB_MONO_SUST,80,150,280,1040,840,22,22,19,T_C,2,12,0.539,2,6,D,S,0,701.34,739.73,0.135,2,D,220,6,550.0,0.171,OPC_HP,0.5,15,Cylinder,63.4,EI,N/A,1040,1.8,10227.0,3.5,280,7:7,29.27,431,0.878,420,140.10,145.30,30.51,77.50,31.93,95.55,2.59,10.16,54.09,3.92,Flexural-bending (brittle),First 6 years 7:15 wet dry ratio. 6 -19 years 7:7 ratio. Sustained loading and salt fog removed at 19 years. 19 - 28 years beams stored until test. Salt fog (35 g/L NaCl) used 0.1 MPa compressed air.,,,,,,,,,,,,,,,,,,,,
504,"Liu et al. (2016), R1",Control.,R,SS_FPB_MONO,0,150,250,2000,1800,41,41,35,T_C,2,22,2.027,2,10,D,S,0,383.70,572.60,0.419,2,P,600,8,335.0,0.112,OPC,0.42,20,Cylinder,45.4,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,600,,216.70,65.01,100.00,54.09,120.18,,,,,Flexural-bending (ductile),"28 day concrete compressive strength averaged over all specimens. Yield capacity, yield and ultimate displacements of control beams not reported.",,,,,,,,,,,,,,,,,,,,
505,"Liu et al. (2016), R2",Control.,R,SS_FPB_MONO,0,150,250,2000,1800,41,41,35,T_C,2,22,2.027,2,10,D,S,0,383.70,572.60,0.419,2,P,600,8,335.0,0.112,OPC,0.42,20,Cylinder,45.4,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,600,,212.00,63.60,100.00,54.09,117.58,,,,,Flexural-bending (ductile),"29 day concrete compressive strength averaged over all specimens. Yield capacity, yield and ultimate displacements of control beams not reported.",,,,,,,,,,,,,,,,,,,,
506,"Liu et al. (2016), CL00-10-1",Stirrups epoxy coated to avoid corrosion.,R,SS_FPB_MONO,0,150,250,2000,1800,41,41,35,T_C,2,22,2.027,2,10,D,S,0,372.11,557.48,0.419,2,P,600,8,335.0,0.112,OPC,0.42,20,Cylinder,45.4,IC,External stainless steel plate,2000,289.2,10.0,5,75,N/A,1.65,200,0.091,600,178.60,212.00,63.60,98.90,54.09,117.58,4.81,18.50,37.13,3.85,Flexural-bending (ductile),28 day concrete compressive strength averaged over all specimens.,,,,,,,,,,,,,,,,,,,,
507,"Liu et al. (2016), CL00-10-2",Stirrups epoxy coated to avoid corrosion.,R,SS_FPB_MONO,0,150,250,2000,1800,41,41,35,T_C,2,22,2.027,2,10,D,S,0,372.11,557.48,0.419,2,P,600,8,335.0,0.112,OPC,0.42,20,Cylinder,45.4,IC,External stainless steel plate,2000,289.2,10.0,5,75,N/A,1.65,200,0.091,600,194.10,217.80,65.34,101.61,54.09,120.79,5.70,18.90,34.05,3.32,Flexural-bending (ductile),28 day concrete compressive strength averaged over all specimens.,,,,,,,,,,,,,,,,,,,,
508,"Liu et al. (2016), CL50-10-1",Stirrups epoxy coated to avoid corrosion.,R,SS_FPB_MONO_SUST,50,150,250,2000,1800,41,41,35,T_C,2,22,2.027,2,10,D,S,0,363.34,546.03,0.419,2,P,600,8,335.0,0.112,OPC,0.42,20,Cylinder,45.4,IC,External stainless steel plate,2000,510.0,10.0,5,75,N/A,2.90,200,0.160,600,175.70,199.30,59.79,92.98,54.09,110.53,5.12,18.30,34.32,3.57,Flexural-bending (ductile),28 day concrete compressive strength averaged over all specimens.,,,,,,,,,,,,,,,,,,,,
509,"Liu et al. (2016), CL50-10-2",Stirrups epoxy coated to avoid corrosion.,R,SS_FPB_MONO_SUST,50,150,250,2000,1800,41,41,35,T_C,2,22,2.027,2,10,D,S,0,362.56,545.02,0.419,2,P,600,8,335.0,0.112,OPC,0.42,20,Cylinder,45.4,IC,External stainless steel plate,2000,529.5,10.0,5,75,N/A,3.01,200,0.166,600,173.60,197.20,59.16,92.00,54.09,109.37,5.40,16.80,32.15,3.11,Flexural-bending (ductile),28 day concrete compressive strength averaged over all specimens.,,,,,,,,,,,,,,,,,,,,
510,"Liu et al. (2016), CL65-10-1",Stirrups epoxy coated to avoid corrosion.,R,SS_FPB_MONO_SUST,65,150,250,2000,1800,41,41,35,T_C,2,22,2.027,2,10,D,S,0,353.16,532.75,0.419,2,P,600,8,335.0,0.112,OPC,0.42,20,Cylinder,45.4,IC,External stainless steel plate,2000,767.8,10.0,5,75,N/A,4.35,200,0.239,600,168.40,184.80,55.44,86.21,54.09,102.49,4.90,17.80,34.37,3.63,Flexural-bending (ductile),28 day concrete compressive strength averaged over all specimens.,,,,,,,,,,,,,,,,,,,,
511,"Liu et al. (2016), CL65-10-2",Stirrups epoxy coated to avoid corrosion.,R,SS_FPB_MONO_SUST,65,150,250,2000,1800,41,41,35,T_C,2,22,2.027,2,10,D,S,0,351.68,530.82,0.419,2,P,600,8,335.0,0.112,OPC,0.42,20,Cylinder,45.4,IC,External stainless steel plate,2000,805.3,10.0,5,75,N/A,4.56,200,0.251,600,167.70,191.70,57.51,89.43,54.09,106.32,5.25,17.90,31.94,3.41,Flexural-bending (ductile),28 day concrete compressive strength averaged over all specimens.,,,,,,,,,,,,,,,,,,,,
512,"Liu et al. (2016), CL80-10-1",Stirrups epoxy coated to avoid corrosion.,R,SS_FPB_MONO_SUST,80,150,250,2000,1800,41,41,35,T_C,2,22,2.027,2,10,D,S,0,331.11,503.98,0.419,2,P,600,8,335.0,0.112,OPC,0.42,20,Cylinder,45.4,IC,External stainless steel plate,2000,1332.9,10.0,5,75,N/A,7.49,200,0.412,600,154.70,179.30,53.79,83.65,54.09,99.44,5.02,17.00,30.82,3.39,Flexural-bending (ductile),28 day concrete compressive strength averaged over all specimens.,,,,,,,,,,,,,,,,,,,,
513,"Liu et al. (2016), CL80-10-2",Stirrups epoxy coated to avoid corrosion.,R,SS_FPB_MONO_SUST,80,150,250,2000,1800,41,41,35,T_C,2,22,2.027,2,10,D,S,0,329.91,502.42,0.419,2,P,600,8,335.0,0.112,OPC,0.42,20,Cylinder,45.4,IC,External stainless steel plate,2000,1363.8,10.0,5,75,N/A,7.66,200,0.421,600,147.90,176.30,52.89,82.25,54.09,97.78,4.57,16.20,32.36,3.54,Flexural-bending (ductile),28 day concrete compressive strength averaged over all specimens.,,,,,,,,,,,,,,,,,,,,
514,"Liu et al. (2016), CL80-15-1",Stirrups epoxy coated to avoid corrosion.,R,SS_FPB_MONO_SUST,80,150,250,2000,1800,41,41,35,T_C,2,22,2.027,2,10,D,S,0,319.73,489.14,0.419,2,P,600,8,335.0,0.112,OPC,0.42,20,Cylinder,45.4,IC,External stainless steel plate,2000,1085.5,15.0,5,75,N/A,9.11,200,0.501,600,154.00,169.80,50.94,79.22,54.09,94.17,5.49,15.80,28.05,2.88,Flexural-bending (ductile),28 day concrete compressive strength averaged over all specimens.,,,,,,,,,,,,,,,,,,,,
515,"Liu et al. (2016), CL80-15-2",Stirrups epoxy coated to avoid corrosion.,R,SS_FPB_MONO_SUST,80,150,250,2000,1800,41,41,35,T_C,2,22,2.027,2,10,D,S,0,315.17,483.18,0.419,2,P,600,8,335.0,0.112,OPC,0.42,20,Cylinder,45.4,IC,External stainless steel plate,2000,1165.0,15.0,5,75,N/A,9.76,200,0.537,600,144.90,162.00,48.60,75.58,54.09,89.85,5.97,9.92,24.27,1.66,Flexural-bending (brittle),28 day concrete compressive strength averaged over all specimens.,,,,,,,,,,,,,,,,,,,,
516,"Zhang et al. (2016), B1",Control.,R,SS_TPB_MONO,0,150,300,1800,1600,41,41,37,T_C,2,22,1.689,2,14,D,S,0,365,453,0.684,2,D,100,8,350.0,0.670,OPC,0.65,,Cylinder,18.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,800,,150.00,60.00,100.00,61.55,97.48,,,,,Flexural-bending (ductile),"Yield load, yield and ultimate displacements not reported.",,,,,,,,,,,,,,,,,,,,
517,"Zhang et al. (2016), B2",,R,SS_TPB_MONO,0,150,300,1800,1600,46,46,42,T_C,2,22,1.689,2,14,D,S,0,338.28,424.01,0.684,2,D,100,8,,0.670,OPC,0.62,,Cylinder,20.0,IC,,1800,2000.0,,3.5,300,N/A,4.00,1800,0.220,800,,144.00,57.60,96.00,59.92,96.14,,,,,Flexural-bending (ductile),"Cathode type, corrosion duration, sample size and solution concentration not reported. Immersion depth assumed. Yield load, yield and ultimate displacements not reported.",,,,,,,,,,,,,,,,,,,,
518,"Zhang et al. (2016), B3",,R,SS_TPB_MONO,0,150,300,1800,1600,46,46,42,T_C,2,22,1.689,2,14,D,S,0,311.56,395.02,0.684,2,D,100,8,,0.670,OPC,0.56,,Cylinder,25.8,IC,,1800,2000.0,,3.5,300,N/A,8.00,1800,0.440,800,,137.00,54.80,91.33,61.13,89.64,,,,,Flexural-bending (ductile),"Cathode type, corrosion duration, sample size and solution concentration not reported. Immersion depth assumed. Yield load, yield and ultimate displacements not reported.",,,,,,,,,,,,,,,,,,,,
519,"Zhang et al. (2016), B4",,R,SS_TPB_MONO,0,150,300,1800,1600,31,31,27,T_C,2,22,1.689,2,14,D,S,0,284.18,365.30,0.684,2,D,100,8,,0.670,OPC,0.62,,Cylinder,20.0,IC,,1800,2000.0,,3.5,300,N/A,12.10,1800,0.666,800,,114.00,45.60,76.00,66.03,69.06,,,,,Flexural-bending (ductile),"Cathode type, corrosion duration, sample size and solution concentration not reported. Immersion depth assumed. Yield load, yield and ultimate displacements not reported.",,,,,,,,,,,,,,,,,,,,
520,"Zhu and François (2016), B2T3",Control. 28 years old. ,R,SS_TPB_MONO_SUST,80,150,280,3000,2860,22,22,19,T_C,2,12,0.539,2,6,D,S,0,564.90,632.45,0.135,2,D,220,6,550.0,0.171,OPC_HP,0.5,15,Cylinder,65.3,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,1430,45.83,50.72,36.26,100.00,31.96,113.45,8.14,83.24,5.63,10.23,Flexural-bending (ductile),Sustained loading maintained during 19 years then stored for a further 9 years until testing.,,,,,,,,,,,,,,,,,,,,
521,"Zhu and François (2016), B2C13",28 years old. ,R,SS_TPB_MONO_SUST,80,150,280,3000,2860,22,22,19,T_C,2,12,0.539,2,6,D,S,0,701.34,739.73,0.135,2,D,220,6,550.0,0.171,OPC_HP,0.5,15,Cylinder,63.4,EI,N/A,3000,1.8,10227.0,3.5,280,7:7,28.90,431,0.867,1430,27.70,30.84,22.05,60.80,31.93,69.05,4.80,23.53,5.77,4.90,Flexural-bending (brittle),First 6 years 7:15 wet dry ratio. 6 -19 years 7:7 ratio. Sustained loading and salt fog removed at 19 years. 19 - 28 years beams stored until test. Salt fog (35 g/L NaCl) used 0.1 MPa compressed air.,,,,,,,,,,,,,,,,,,,,
522,"Dasar et al. (2017), RC-S",Control,R,SS_FPB_MONO,0,150,300,2400,2100,36.5,36.5,33,T_C,3,13,0.885,2,6,D,S,0,394.40,540.70,0.126,2,P,100,6,,0.377,OPC,0.68,20,Cylinder,30.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,700,,111.70,39.10,100.00,38.22,102.30,,,,,Flexural-bending (ductile),Control beam test prior to exposure not reported in this paper. ,,,,,,,,,,,,,,,,,,,,
523,"Dasar et al. (2017), RC-S-B",40 years old. Not pre-cracked,R,SS_FPB_MONO_SUST,30,150,300,2400,2100,36.5,36.5,33,T_C,3,13,0.885,2,6,D,S,0,311.70,485.75,0.126,2,P,100,6,,0.377,OPC,0.68,20,Cylinder,30.0,N,N/A,2100,2.3,14610.0,3.5,300,1:1,29.44,600,0.957,700,91.40,97.40,34.10,87.21,38.22,89.22,6.82,22.30,13.40,3.27,Flexural-bending (ductile),1975 - 2015. First 20 years in real splash and tidal marine environment; 20 - 35 years stored and sheltered from rain; 35 - 40 years stored at Kyushu University. ,,,,,,,,,,,,,,,,,,,,
524,"Dasar et al. (2017), RC-S-A",40 years old. Precracked under 0.75Mu bending moment.,R,SS_FPB_MONO_SUST_PREC,30,150,300,2400,2100,36.5,36.5,33,T_C,3,13,0.885,2,6,D,S,0,185.95,280.35,0.126,2,P,100,6,,0.377,OPC,0.68,20,Cylinder,30.0,N,N/A,2100,4.9,14610.0,3.5,300,1:1,56.97,600,1.852,700,42.80,61.70,21.60,55.24,38.22,56.51,3.70,28.90,11.57,7.81,Flexural-bending (ductile),1975 - 2015. First 20 years in real splash and tidal marine environment; 20 - 35 years stored and sheltered from rain; 35 - 40 years stored at Kyushu University. Design cracking bending moment is 0.2Mu.,,,,,,,,,,,,,,,,,,,,
525,"Dong et al. (2017), FNN00",Control. No compression bars in pure bending region.,R,SS_FPB_MONO,0,250,180,1200,1000,28,28,24,UT_C,3,16,1.340,2,8,D,H-90,0,380.50,522.70,0.223,0,N/A,0,0,0.0,0.000,OPC,0.65,25,Cylinder,35.4,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,300,95.80,102.45,30.74,100.00,29.55,104.02,5.37,21.25,17.84,3.96,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
526,"Dong et al. (2017), FCN00",No compression bars in pure bending region.,R,SS_FPB_MONO,0,250,180,1200,1000,28,28,24,UT_C,3,16,1.340,2,8,D,H-90,0,365.74,504.97,0.223,0,N/A,0,0,0.0,0.000,OPC,0.65,25,Cylinder,35.4,IC,External stainless steel net,400,100.0,98.0,5,1,4:10,2.12,80,0.085,300,94.50,101.75,30.53,99.32,29.55,103.30,4.78,15.50,19.77,3.24,Flexural-bending (ductile),Minimum crack width assumed.,,,,,,,,,,,,,,,,,,,,
527,"Dong et al. (2017), FCL03",No compression bars in pure bending region.,R,SS_FPB_MONO_SUST,30,250,180,1200,1000,28,28,24,UT_C,3,16,1.340,2,8,D,H-90,0,358.91,496.77,0.223,0,N/A,0,0,0.0,0.000,OPC,0.65,25,Cylinder,35.4,IC,External stainless steel net,400,100.0,98.0,5,1,4:10,3.10,80,0.124,300,92.10,100.30,30.09,97.90,29.55,101.83,3.90,14.75,23.62,3.78,Flexural-bending (ductile),Minimum crack width assumed.,,,,,,,,,,,,,,,,,,,,
528,"Dong et al. (2017), FCL06",No compression bars in pure bending region.,R,SS_FPB_MONO_SUST,60,250,180,1200,1000,28,28,24,UT_C,3,16,1.340,2,8,D,H-90,0,366.50,505.89,0.223,0,N/A,0,0,0.0,0.000,OPC,0.65,25,Cylinder,35.4,IC,External stainless steel net,400,100.0,98.0,5,1,4:10,2.01,80,0.080,300,94.30,101.40,30.42,98.98,29.55,102.95,3.84,11.75,24.56,3.06,Flexural-bending (ductile),Minimum crack width assumed.,,,,,,,,,,,,,,,,,,,,
529,"Lim et al. (2017), I-1",W/C ratio key parameter of beam group.,R,SS_FPB_MONO,0,80,140,1460,1260,26.5,26.5,0,ST,1,13,1.185,0,0,D,H-180,0,268.53,405.12,0.000,2,D,280,6,386.0,0.252,OPC,0.50,20,Cylinder,40.0,IC,External copper plate,1460,1000.0,25.0,3,20,N/A,16.63,0,0.540,490,13.60,17.10,4.19,78.60,5.33,78.56,4.48,24.20,3.04,5.40,Flexural-bending (ductile),Theoretical moment capacity used in place of control beam ultimate moment for reduction factor as no control beam was reported.,,,,,,,,,,,,,,,,,,,,
530,"Lim et al. (2017), II-1",W/C ratio key parameter of beam group.,R,SS_FPB_MONO,0,80,140,1460,1260,26.5,26.5,0,ST,1,13,1.185,0,0,D,H-180,0,289.16,430.91,0.000,2,D,280,6,386.0,0.252,OPC,0.40,20,Cylinder,40.0,IC,External copper plate,1460,1000.0,25.0,3,20,N/A,13.71,60,0.446,490,15.90,19.00,4.66,87.34,5.33,87.29,6.26,27.10,2.54,4.33,Flexural-bending (ductile),Theoretical moment capacity used in place of control beam ultimate moment for reduction factor as no control beam was reported.,,,,,,,,,,,,,,,,,,,,
531,"Lim et al. (2017), II-2",W/C ratio key parameter of beam group.,R,SS_FPB_MONO,0,80,140,1460,1260,26.5,26.5,0,ST,1,13,1.185,0,0,D,H-180,0,240.34,369.88,0.000,2,D,280,6,386.0,0.252,OPC,0.65,20,Cylinder,40.0,IC,External copper plate,1460,1000.0,25.0,3,20,N/A,20.62,60,0.670,490,14.60,16.61,4.07,76.35,5.33,76.31,5.00,23.50,2.92,4.70,Flexural-bending (ductile),Theoretical moment capacity used in place of control beam ultimate moment for reduction factor as no control beam was reported.,,,,,,,,,,,,,,,,,,,,
532,"Lim et al. (2017), III-1",Stirrup spacing key parameter of beam group.,R,SS_FPB_MONO,0,80,140,1460,1260,26.5,26.5,0,ST,1,13,1.185,0,0,D,H-180,0,213.08,335.79,0.000,0,N/A,0,6,386.0,0.000,OPC,0.50,20,Cylinder,40.0,IC,External copper plate,1460,1000.0,25.0,3,20,N/A,24.48,60,0.796,490,11.00,13.60,3.33,62.51,5.33,62.48,4.90,15.60,2.24,3.18,Flexural-bond,Theoretical moment capacity used in place of control beam ultimate moment for reduction factor as no control beam was reported.,,,,,,,,,,,,,,,,,,,,
533,"Li et al. (2018), BL-0-0",Control.,R,SS_FPB_MONO,0,120,200,1700,1500,32.5,37.5,35.5,T_C,2,12,0.942,2,8,D,H-180,0,385.00,630.00,0.419,2,P,500,6.5,329.0,0.111,OPC,0.50,20,Cylinder,34.2,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,500,49.96,56.20,14.05,100.00,13.11,107.15,4.90,23.30,10.20,4.76,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
534,"Li et al. (2018), BL-0-1",,R,SS_FPB_MONO,0,120,200,1700,1500,32.5,37.5,35.5,T_C,2,12,0.942,2,8,D,S,0,371.05,610.04,0.419,2,P,500,6.5,329.0,0.111,OPC,0.53,20,Cube,34.2,IC,External stainless steel plate,1700,1000.0,5.0,5,200,1:1,1.98,100,0.059,500,47.34,54.53,13.63,97.03,13.11,103.97,4.65,22.71,10.18,4.88,Flexural-bending (ductile),NaCl solution sprayed onto members to simulate wet-dry cycling.,,,,,,,,,,,,,,,,,,,,
535,"Li et al. (2018), BL-0-2",,R,SS_FPB_MONO,0,120,200,1700,1500,32.5,37.5,35.5,T_C,2,12,0.942,2,8,D,S,0,352.45,583.43,0.419,2,P,500,6.5,329.0,0.111,OPC,0.53,20,Cube,34.2,IC,External stainless steel plate,1700,1000.0,10.0,5,200,1:1,4.62,100,0.139,500,43.69,51.72,12.93,92.03,13.11,98.61,4.37,20.94,10.00,4.79,Flexural-bending (ductile),NaCl solution sprayed onto members to simulate wet-dry cycling.,,,,,,,,,,,,,,,,,,,,
536,"Li et al. (2018), BL-0-3",,R,SS_FPB_MONO,0,120,200,1700,1500,32.5,37.5,35.5,T_C,2,12,0.942,2,8,D,S,0,323.14,541.50,0.419,2,P,500,6.5,329.0,0.111,OPC,0.53,20,Cube,34.2,IC,External stainless steel plate,1700,1000.0,20.0,5,200,1:1,8.78,100,0.263,500,43.17,47.19,11.80,83.97,13.11,89.97,4.33,19.13,9.97,4.42,Flexural-bending (ductile),NaCl solution sprayed onto members to simulate wet-dry cycling.,,,,,,,,,,,,,,,,,,,,
537,"Li et al. (2018), BL-15-1",,R,SS_FPB_MONO_SUST,15,120,200,1700,1500,32.5,37.5,35.5,T_C,2,12,0.942,2,8,D,S,0,366.82,603.99,0.419,2,P,500,6.5,329.0,0.111,OPC,0.53,20,Cube,34.2,IC,External stainless steel plate,1700,1000.0,5.0,5,200,1:1,2.58,100,0.077,500,43.51,48.63,12.16,86.53,13.11,92.72,4.28,22.22,10.17,5.19,Flexural-bending (ductile),NaCl solution sprayed onto members to simulate wet-dry cycling.,,,,,,,,,,,,,,,,,,,,
538,"Li et al. (2018), BL-15-2",,R,SS_FPB_MONO_SUST,15,120,200,1700,1500,32.5,37.5,35.5,T_C,2,12,0.942,2,8,D,S,0,344.70,572.34,0.419,2,P,500,6.5,329.0,0.111,OPC,0.53,20,Cube,34.2,IC,External stainless steel plate,1700,1000.0,10.0,5,200,1:1,5.72,100,0.172,500,41.97,45.65,11.41,81.23,13.11,87.04,3.99,20.25,10.52,5.08,Flexural-bending (ductile),NaCl solution sprayed onto members to simulate wet-dry cycling.,,,,,,,,,,,,,,,,,,,,
539,"Li et al. (2018), BL-15-3",,R,SS_FPB_MONO_SUST,15,120,200,1700,1500,32.5,37.5,35.5,T_C,2,12,0.942,2,8,D,S,0,313.56,527.79,0.419,2,P,500,6.5,329.0,0.111,OPC,0.53,20,Cube,34.2,IC,External stainless steel plate,1700,1000.0,20.0,5,200,1:1,10.14,100,0.304,500,39.47,43.39,10.85,77.21,13.11,82.73,3.57,18.40,11.06,5.15,Flexural-bending (ductile),NaCl solution sprayed onto members to simulate wet-dry cycling.,,,,,,,,,,,,,,,,,,,,
540,"Li et al. (2018), BL-30-1",,R,SS_FPB_MONO_SUST,30,120,200,1700,1500,32.5,37.5,35.5,T_C,2,12,0.942,2,8,D,S,0,364.07,600.06,0.419,2,P,500,6.5,329.0,0.111,OPC,0.53,20,Cube,34.2,IC,External stainless steel plate,1700,1000.0,5.0,5,200,1:1,2.97,100,0.089,500,40.26,47.16,11.79,83.91,13.11,89.92,3.14,21.50,12.82,6.85,Flexural-bending (ductile),NaCl solution sprayed onto members to simulate wet-dry cycling.,,,,,,,,,,,,,,,,,,,,
541,"Li et al. (2018), BL-30-2",,R,SS_FPB_MONO_SUST,30,120,200,1700,1500,32.5,37.5,35.5,T_C,2,12,0.942,2,8,D,S,0,341.04,567.10,0.419,2,P,500,6.5,329.0,0.111,OPC,0.53,20,Cube,34.2,IC,External stainless steel plate,1700,1000.0,10.0,5,200,1:1,6.24,100,0.187,500,38.97,43.62,10.91,77.62,13.11,83.17,3.58,19.67,10.89,5.49,Flexural-bending (ductile),NaCl solution sprayed onto members to simulate wet-dry cycling.,,,,,,,,,,,,,,,,,,,,
542,"Li et al. (2018), BL-30-3",,R,SS_FPB_MONO_SUST,30,120,200,1700,1500,32.5,37.5,35.5,T_C,2,12,0.942,2,8,D,S,0,306.79,518.11,0.419,2,P,500,6.5,329.0,0.111,OPC,0.53,20,Cube,34.2,IC,External stainless steel plate,1700,1000.0,20.0,5,200,1:1,11.10,100,0.333,500,28.19,37.76,9.44,67.19,13.11,72.00,2.41,17.12,11.70,7.10,Flexural-bending (ductile),NaCl solution sprayed onto members to simulate wet-dry cycling.,,,,,,,,,,,,,,,,,,,,
543,"Li et al. (2018), BL-60-1",,R,SS_FPB_MONO_SUST,60,120,200,1700,1500,32.5,37.5,35.5,T_C,2,12,0.942,2,8,D,S,0,363.02,598.55,0.419,2,P,500,6.5,329.0,0.111,OPC,0.53,20,Cube,34.2,IC,External stainless steel plate,1700,1000.0,5.0,5,200,1:1,3.12,100,0.094,500,36.24,45.68,11.42,81.28,13.11,87.10,2.81,20.11,12.90,7.16,Flexural-bending (ductile),NaCl solution sprayed onto members to simulate wet-dry cycling.,,,,,,,,,,,,,,,,,,,,
544,"Li et al. (2018), BL-60-2",,R,SS_FPB_MONO_SUST,60,120,200,1700,1500,32.5,37.5,35.5,T_C,2,12,0.942,2,8,D,S,0,338.29,563.17,0.419,2,P,500,6.5,329.0,0.111,OPC,0.53,20,Cube,34.2,IC,External stainless steel plate,1700,1000.0,10.0,5,200,1:1,6.63,100,0.199,500,30.76,38.38,9.60,68.29,13.11,73.18,2.61,18.03,11.79,6.91,Flexural-bending (ductile),NaCl solution sprayed onto members to simulate wet-dry cycling.,,,,,,,,,,,,,,,,,,,,
545,"Li et al. (2018), BL-60-3",,R,SS_FPB_MONO_SUST,60,120,200,1700,1500,32.5,37.5,35.5,T_C,2,12,0.942,2,8,D,S,0,308.42,520.43,0.419,2,P,500,6.5,329.0,0.111,OPC,0.53,20,Cube,34.2,IC,External stainless steel plate,1700,1000.0,20.0,5,200,1:1,10.87,100,0.326,500,14.78,14.78,3.70,26.30,13.11,28.18,1.39,3.76,10.63,2.71,Flexural-bending (brittle),NaCl solution sprayed onto members to simulate wet-dry cycling.,,,,,,,,,,,,,,,,,,,,
546,"Nguyen and Lambert (2018), G1-0.5-0.0 ",Control.,R,SS_FPB_MONO,0,100,150,1150,900,25,25,0,ST,2,10,1.047,0,0,P,H-90,0,250.00,375.00,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,10,Cube,33.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,350,52.60,56.50,9.89,100.00,4.63,213.38,2.03,15.30,25.91,7.54,Flexural-bending (ductile),"Average cube compressive stregnth provided. Specimen drastically over-performed compared to theoretical design capacity. Likely the result of external steel plates preventing shear action, providing the beams with additional stability. Also, Grade250 steel likely has much higher true yield strength - may not be able to use for design comparison.",,,,,,,,,,,,,,,,,,,,
547,"Nguyen and Lambert (2018), G1-0.5-0.25",Singly reinforced with L-shaped anchorage hooks either end.,R,SS_FPB_MONO,0,100,150,1150,900,25,25,0,ST,2,10,1.047,0,0,P,H-90,0,247.32,371.49,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,10,Cube,33.0,IC,External stainless steel plate,1150,250.0,3.1,3.5,50,N/A,0.59,1130,0.015,350,45.90,54.90,9.61,97.17,4.63,207.33,1.62,11.80,28.33,7.28,Flexural-bending (ductile),"Average cube compressive stregnth provided. Specimen drastically over-performed compared to theoretical design capacity. Likely the result of external steel plates preventing shear action, providing the beams with additional stability. Also, Grade250 steel likely has much higher true yield strength - may not be able to use for design comparison.",,,,,,,,,,,,,,,,,,,,
548,"Nguyen and Lambert (2018), G1-0.5-0.5",Singly reinforced with L-shaped anchorage hooks either end.,R,SS_FPB_MONO,0,100,150,1150,900,25,25,0,ST,2,10,1.047,0,0,P,H-90,0,247.44,371.64,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,10,Cube,33.0,IC,External stainless steel plate,1150,500.0,1.6,3.5,50,N/A,0.56,1130,0.014,350,49.90,54.30,9.50,96.11,4.63,205.07,1.88,13.80,26.54,7.34,Flexural-bending (ductile),"Average cube compressive stregnth provided. Specimen drastically over-performed compared to theoretical design capacity. Likely the result of external steel plates preventing shear action, providing the beams with additional stability. Also, Grade250 steel likely has much higher true yield strength - may not be able to use for design comparison.",,,,,,,,,,,,,,,,,,,,
549,"Nguyen and Lambert (2018), G1-0.5-1.0",Singly reinforced with L-shaped anchorage hooks either end.,R,SS_FPB_MONO,0,100,150,1150,900,25,25,0,ST,2,10,1.047,0,0,P,H-90,0,247.78,372.09,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,10,Cube,33.0,IC,External stainless steel plate,1150,1000.0,0.8,3.5,50,N/A,0.49,1130,0.012,350,45.10,52.80,9.24,93.45,4.63,199.40,1.86,13.10,24.25,7.04,Flexural-bending (ductile),"Average cube compressive stregnth provided. Specimen drastically over-performed compared to theoretical design capacity. Likely the result of external steel plates preventing shear action, providing the beams with additional stability. Also, Grade250 steel likely has much higher true yield strength - may not be able to use for design comparison.",,,,,,,,,,,,,,,,,,,,
550,"Nguyen and Lambert (2018), G1-0.5-2.5",Singly reinforced with L-shaped anchorage hooks either end.,R,SS_FPB_MONO,0,100,150,1150,900,25,25,0,ST,2,10,1.047,0,0,P,H-90,0,247.74,372.03,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,10,Cube,33.0,IC,External stainless steel plate,1150,2500.0,0.3,3.5,50,N/A,0.50,1130,0.012,350,49.90,56.40,9.87,99.82,4.63,213.00,2.21,14.90,22.58,6.74,Flexural-bending (ductile),"Average cube compressive stregnth provided. Specimen drastically over-performed compared to theoretical design capacity. Likely the result of external steel plates preventing shear action, providing the beams with additional stability. Also, Grade250 steel likely has much higher true yield strength - may not be able to use for design comparison.",,,,,,,,,,,,,,,,,,,,
551,"Nguyen and Lambert (2018), G2-1.0-0.0 ",Control.,R,SS_FPB_MONO,0,100,150,1150,900,25,25,0,ST,2,10,1.047,0,0,P,H-90,0,250.00,375.00,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,10,Cube,33.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,350,50.80,55.50,9.71,100.00,4.63,209.60,1.82,14.60,27.91,8.02,Flexural-bending (ductile),"Average cube compressive stregnth provided. Specimen drastically over-performed compared to theoretical design capacity. Likely the result of external steel plates preventing shear action, providing the beams with additional stability. Also, Grade250 steel likely has much higher true yield strength - may not be able to use for design comparison.",,,,,,,,,,,,,,,,,,,,
552,"Nguyen and Lambert (2018), G2-1.0-0.25",Singly reinforced with L-shaped anchorage hooks either end.,R,SS_FPB_MONO,0,100,150,1150,900,25,25,0,ST,2,10,1.047,0,0,P,H-90,0,245.22,368.73,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,10,Cube,33.0,IC,External stainless steel plate,1150,250.0,6.3,3.5,50,N/A,1.05,1130,0.026,350,48.40,53.20,9.31,95.86,4.63,200.91,1.75,12.40,27.66,7.09,Flexural-bending (ductile),"Average cube compressive stregnth provided. Specimen drastically over-performed compared to theoretical design capacity. Likely the result of external steel plates preventing shear action, providing the beams with additional stability. Also, Grade250 steel likely has much higher true yield strength - may not be able to use for design comparison.",,,,,,,,,,,,,,,,,,,,
553,"Nguyen and Lambert (2018), G2-1.0-0.5",Singly reinforced with L-shaped anchorage hooks either end.,R,SS_FPB_MONO,0,100,150,1150,900,25,25,0,ST,2,10,1.047,0,0,P,H-90,0,244.90,368.31,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,10,Cube,33.0,IC,External stainless steel plate,1150,500.0,3.1,3.5,50,N/A,1.12,1130,0.028,350,44.60,53.50,9.36,96.40,4.63,202.05,1.69,13.60,26.39,8.05,Flexural-bending (ductile),"Average cube compressive stregnth provided. Specimen drastically over-performed compared to theoretical design capacity. Likely the result of external steel plates preventing shear action, providing the beams with additional stability. Also, Grade250 steel likely has much higher true yield strength - may not be able to use for design comparison.",,,,,,,,,,,,,,,,,,,,
554,"Nguyen and Lambert (2018), G2-1.0-1.0",Singly reinforced with L-shaped anchorage hooks either end.,R,SS_FPB_MONO,0,100,150,1150,900,25,25,0,ST,2,10,1.047,0,0,P,H-90,0,244.72,368.07,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,10,Cube,33.0,IC,External stainless steel plate,1150,1000.0,1.6,3.5,50,N/A,1.16,1130,0.029,350,45.60,51.40,9.00,92.61,4.63,194.12,2.16,9.90,21.11,4.58,Flexural-bending (ductile),"Average cube compressive stregnth provided. Specimen drastically over-performed compared to theoretical design capacity. Likely the result of external steel plates preventing shear action, providing the beams with additional stability. Also, Grade250 steel likely has much higher true yield strength - may not be able to use for design comparison.",,,,,,,,,,,,,,,,,,,,
555,"Nguyen and Lambert (2018), G2-1.0-2.5",Singly reinforced with L-shaped anchorage hooks either end.,R,SS_FPB_MONO,0,100,150,1150,900,25,25,0,ST,2,10,1.047,0,0,P,H-90,0,245.29,368.82,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,10,Cube,33.0,IC,External stainless steel plate,1150,2500.0,0.6,3.5,50,N/A,1.03,1130,0.026,350,44.80,53.50,9.36,96.40,4.63,202.05,1.75,13.00,25.60,7.43,Flexural-bending (ductile),"Average cube compressive stregnth provided. Specimen drastically over-performed compared to theoretical design capacity. Likely the result of external steel plates preventing shear action, providing the beams with additional stability. Also, Grade250 steel likely has much higher true yield strength - may not be able to use for design comparison.",,,,,,,,,,,,,,,,,,,,
556,"Nguyen and Lambert (2018), G3-2.5-0.0 ",Control.,R,SS_FPB_MONO,0,100,150,1150,900,25,25,0,ST,2,10,1.047,0,0,P,H-90,0,250.00,375.00,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,10,Cube,33.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,350,50.30,55.20,9.66,100.00,4.63,208.47,1.90,15.20,26.47,8.00,Flexural-bending (ductile),"Average cube compressive stregnth provided. Specimen drastically over-performed compared to theoretical design capacity. Likely the result of external steel plates preventing shear action, providing the beams with additional stability. Also, Grade250 steel likely has much higher true yield strength - may not be able to use for design comparison.",,,,,,,,,,,,,,,,,,,,
557,"Nguyen and Lambert (2018), G3-2.5-0.25",Singly reinforced with L-shaped anchorage hooks either end.,R,SS_FPB_MONO,0,100,150,1150,900,25,25,0,ST,2,10,1.047,0,0,P,H-90,0,239.07,360.66,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,10,Cube,33.0,IC,External stainless steel plate,1150,250.0,15.7,3.5,50,N/A,2.39,1130,0.060,350,39.80,51.30,8.98,92.93,4.63,193.74,1.40,13.40,28.43,9.57,Flexural-bending (ductile),"Average cube compressive stregnth provided. Specimen drastically over-performed compared to theoretical design capacity. Likely the result of external steel plates preventing shear action, providing the beams with additional stability. Also, Grade250 steel likely has much higher true yield strength - may not be able to use for design comparison.",,,,,,,,,,,,,,,,,,,,
558,"Nguyen and Lambert (2018), G3-2.5-0.5",Singly reinforced with L-shaped anchorage hooks either end.,R,SS_FPB_MONO,0,100,150,1150,900,25,25,0,ST,2,10,1.047,0,0,P,H-90,0,239.43,361.14,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,10,Cube,33.0,IC,External stainless steel plate,1150,500.0,7.8,3.5,50,N/A,2.31,1130,0.058,350,44.80,52.00,9.10,94.20,4.63,196.38,1.58,12.40,28.35,7.85,Flexural-bending (ductile),"Average cube compressive stregnth provided. Specimen drastically over-performed compared to theoretical design capacity. Likely the result of external steel plates preventing shear action, providing the beams with additional stability. Also, Grade250 steel likely has much higher true yield strength - may not be able to use for design comparison.",,,,,,,,,,,,,,,,,,,,
559,"Nguyen and Lambert (2018), G3-2.5-1.0",Singly reinforced with L-shaped anchorage hooks either end.,R,SS_FPB_MONO,0,100,150,1150,900,25,25,0,ST,2,10,1.047,0,0,P,H-90,0,238.47,359.88,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,10,Cube,33.0,IC,External stainless steel plate,1150,1000.0,3.9,3.5,50,N/A,2.52,1130,0.063,350,45.00,51.40,9.00,93.12,4.63,194.12,1.41,14.00,31.91,9.93,Flexural-bending (ductile),"Average cube compressive stregnth provided. Specimen drastically over-performed compared to theoretical design capacity. Likely the result of external steel plates preventing shear action, providing the beams with additional stability. Also, Grade250 steel likely has much higher true yield strength - may not be able to use for design comparison.",,,,,,,,,,,,,,,,,,,,
560,"Nguyen and Lambert (2018), G3-2.5-2.5",Singly reinforced with L-shaped anchorage hooks either end.,R,SS_FPB_MONO,0,100,150,1150,900,25,25,0,ST,2,10,1.047,0,0,P,H-90,0,239.80,361.62,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,10,Cube,33.0,IC,External stainless steel plate,1150,2500.0,1.6,3.5,50,N/A,2.23,1130,0.056,350,45.00,53.10,9.29,96.20,4.63,200.54,1.30,12.90,34.62,9.92,Flexural-bending (ductile),"Average cube compressive stregnth provided. Specimen drastically over-performed compared to theoretical design capacity. Likely the result of external steel plates preventing shear action, providing the beams with additional stability. Also, Grade250 steel likely has much higher true yield strength - may not be able to use for design comparison.",,,,,,,,,,,,,,,,,,,,
561,"Nguyen and Lambert (2018), G4-5.0-0.0 ",Control.,R,SS_FPB_MONO,0,100,150,1150,900,25,25,0,ST,2,10,1.047,0,0,P,H-90,0,250.00,375.00,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,10,Cube,33.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,350,50.20,55.00,9.63,100.00,4.63,207.71,1.88,17.40,26.70,9.26,Flexural-bending (ductile),"Average cube compressive stregnth provided. Specimen drastically over-performed compared to theoretical design capacity. Likely the result of external steel plates preventing shear action, providing the beams with additional stability. Also, Grade250 steel likely has much higher true yield strength - may not be able to use for design comparison.",,,,,,,,,,,,,,,,,,,,
562,"Nguyen and Lambert (2018), G4-5.0-0.25",Singly reinforced with L-shaped anchorage hooks either end.,R,SS_FPB_MONO,0,100,150,1150,900,25,25,0,ST,2,10,1.047,0,0,P,H-90,0,231.56,350.82,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,10,Cube,33.0,IC,External stainless steel plate,1150,250.0,31.3,3.5,50,N/A,4.03,1130,0.101,350,41.60,47.20,8.26,85.82,4.63,178.25,1.49,14.10,27.92,9.46,Flexural-bending (ductile),"Average cube compressive stregnth provided. Specimen drastically over-performed compared to theoretical design capacity. Likely the result of external steel plates preventing shear action, providing the beams with additional stability. Also, Grade250 steel likely has much higher true yield strength - may not be able to use for design comparison.",,,,,,,,,,,,,,,,,,,,
563,"Nguyen and Lambert (2018), G4-5.0-0.5",Singly reinforced with L-shaped anchorage hooks either end.,R,SS_FPB_MONO,0,100,150,1150,900,25,25,0,ST,2,10,1.047,0,0,P,H-90,0,232.84,352.50,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,10,Cube,33.0,IC,External stainless steel plate,1150,500.0,15.7,3.5,50,N/A,3.75,1130,0.094,350,34.70,43.10,7.54,78.36,4.63,162.77,1.16,17.00,29.91,14.66,Flexural-bending (ductile),"Average cube compressive stregnth provided. Specimen drastically over-performed compared to theoretical design capacity. Likely the result of external steel plates preventing shear action, providing the beams with additional stability. Also, Grade250 steel likely has much higher true yield strength - may not be able to use for design comparison.",,,,,,,,,,,,,,,,,,,,
564,"Nguyen and Lambert (2018), G4-5.0-1.0",Singly reinforced with L-shaped anchorage hooks either end.,R,SS_FPB_MONO,0,100,150,1150,900,25,25,0,ST,2,10,1.047,0,0,P,H-90,0,225.16,342.42,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,10,Cube,33.0,IC,External stainless steel plate,1150,1000.0,7.8,3.5,50,N/A,5.43,1130,0.136,350,36.10,44.90,7.86,81.64,4.63,169.57,1.43,13.30,25.24,9.30,Flexural-bending (ductile),"Average cube compressive stregnth provided. Specimen drastically over-performed compared to theoretical design capacity. Likely the result of external steel plates preventing shear action, providing the beams with additional stability. Also, Grade250 steel likely has much higher true yield strength - may not be able to use for design comparison.",,,,,,,,,,,,,,,,,,,,
565,"Nguyen and Lambert (2018), G4-5.0-2.5",Singly reinforced with L-shaped anchorage hooks either end.,R,SS_FPB_MONO,0,100,150,1150,900,25,25,0,ST,2,10,1.047,0,0,P,H-90,0,230.21,349.05,0.000,0,N/A,0,0,0.0,0.000,OPC,0.5,10,Cube,33.0,IC,External stainless steel plate,1150,2500.0,3.1,3.5,50,N/A,4.33,1130,0.108,350,41.90,47.30,8.28,86.00,4.63,178.63,1.29,16.30,32.48,12.64,Flexural-bending (ductile),"Average cube compressive stregnth provided. Specimen drastically over-performed compared to theoretical design capacity. Likely the result of external steel plates preventing shear action, providing the beams with additional stability. Also, Grade250 steel likely has much higher true yield strength - may not be able to use for design comparison.",,,,,,,,,,,,,,,,,,,,
566,"Yadav et al. (2018), M1-R1-C0",Control.,R,SS_FPB_MONO,0,230,300,1500,1300,31,31,31,T_C,2,12,0.328,2,12,D,S,0,369.00,490.77,0.328,2,D,200,8,369.0,0.219,OPC,0.5,,Cylinder,25.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,433,95.20,214.20,46.37,100.00,22.02,210.58,0.75,31.90,126.93,42.53,Flexural-bending (ductile),Each result reported is the average result of three identical beams - currently no paper available discussing full results.,,,,,,,,,,,,,,,,,,,,
567,"Yadav et al. (2018), M1-R1-C10",,R,SS_FPB_MONO,0,230,300,1500,1300,31,31,31,T_C,2,12,0.328,2,12,D,S,0,335.00,408.70,0.328,2,D,200,8,335.0,0.219,OPC,0.5,,Cylinder,25.0,IC,External stainless steel mesh,1000,375.0,25.0,3.5,300,N/A,10.52,1500,0.316,433,123.70,204.60,44.30,95.52,22.02,201.14,2.88,39.80,42.95,13.82,Flexural-bending (ductile),Beams sponge wrapped. Corrosion current density back calculated from Faraday's Law. Each result reported is the average result of three identical beams - currently no paper available discussing full results.,,,,,,,,,,,,,,,,,,,,
568,"Yadav et al. (2018), M1-R1-C20",,R,SS_FPB_MONO,0,230,300,1500,1300,31,31,31,T_C,2,12,0.328,2,12,D,S,0,323.00,361.76,0.328,2,D,200,8,323.0,0.219,OPC,0.5,,Cylinder,25.0,IC,External stainless steel mesh,1000,470.0,40.0,3.5,300,N/A,20.74,1500,0.622,433,88.30,189.00,40.92,88.24,22.02,185.80,0.82,35.30,107.68,43.05,Flexural-bending (ductile),Beams sponge wrapped. Corrosion current density back calculated from Faraday's Law. Each result reported is the average result of three identical beams - currently no paper available discussing full results.,,,,,,,,,,,,,,,,,,,,
569,"Yadav et al. (2018), M1-R1-C30",,R,SS_FPB_MONO,0,230,300,1500,1300,31,31,31,T_C,2,12,0.328,2,12,D,S,0,300.00,360.00,0.328,2,D,200,8,300.0,0.219,OPC,0.5,,Cylinder,25.0,IC,External stainless steel mesh,1000,470.0,60.0,3.5,300,N/A,30.30,1500,0.909,433,157.30,165.00,35.72,77.03,22.02,162.21,10.10,29.70,15.57,2.94,Flexural-bending (brittle),Beams sponge wrapped. Corrosion current density back calculated from Faraday's Law. Each result reported is the average result of three identical beams - currently no paper available discussing full results.,,,,,,,,,,,,,,,,,,,,
570,"Yadav et al. (2018), M1-R2-C0",Control.,R,SS_FPB_MONO,0,230,300,1500,1300,31,31,31,T_C,2,12,0.328,2,12,D,S,0,445.00,582.95,0.328,2,D,200,8,445.0,0.219,OPC,0.5,,Cylinder,25.0,C,Control,0,,0.0,0,0,N/A,0.00,0,0.000,433,142.20,219.00,47.41,100.00,26.46,179.22,2.51,45.70,56.65,18.21,Flexural-bending (ductile),Each result reported is the average result of three identical beams - currently no paper available discussing full results.,,,,,,,,,,,,,,,,,,,,
571,"Yadav et al. (2018), M1-R2-C10",,R,SS_FPB_MONO,0,230,300,1500,1300,31,31,31,T_C,2,12,0.328,2,12,D,S,0,425.00,531.25,0.328,2,D,200,8,425.0,0.219,OPC,0.5,,Cylinder,25.0,IC,External stainless steel mesh,1000,375.0,25.0,3.5,300,N/A,10.89,1500,0.327,433,141.80,201.00,43.52,91.78,26.46,164.49,3.48,40.70,40.75,11.70,Flexural-bending (ductile),Beams sponge wrapped. Corrosion current density back calculated from Faraday's Law. Each result reported is the average result of three identical beams - currently no paper available discussing full results.,,,,,,,,,,,,,,,,,,,,
572,"Yadav et al. (2018), M1-R2-C20",,R,SS_FPB_MONO,0,230,300,1500,1300,31,31,31,T_C,2,12,0.328,2,12,D,S,0,360.00,414.00,0.328,2,D,200,8,360.0,0.219,OPC,0.5,,Cylinder,25.0,IC,External stainless steel mesh,1000,470.0,40.0,3.5,300,N/A,20.17,1500,0.605,433,131.60,185.00,40.05,84.47,26.46,151.40,3.30,36.40,39.88,11.03,Flexural-bending (ductile),Beams sponge wrapped. Corrosion current density back calculated from Faraday's Law. Each result reported is the average result of three identical beams - currently no paper available discussing full results.,,,,,,,,,,,,,,,,,,,,
573,"Yadav et al. (2018), M1-R2-C30",,R,SS_FPB_MONO,0,230,300,1500,1300,31,31,31,T_C,2,12,0.328,2,12,D,S,0,340.00,387.60,0.328,2,D,200,8,340.0,0.219,OPC,0.5,,Cylinder,25.0,IC,External stainless steel mesh,1000,470.0,60.0,3.5,300,N/A,30.15,1500,0.905,433,102.50,172.20,37.28,78.63,26.46,140.92,2.09,31.70,49.04,15.17,Flexural-bending (ductile),Beams sponge wrapped. Corrosion current density back calculated from Faraday's Law. Each result reported is the average result of three identical beams - currently no paper available discussing full results.,,,,,,,,,,,,,,,,,,,,
574,"Yadav et al. (2018), M2-R1-C0",Control.,R,SS_FPB_MONO,0,230,300,1500,1300,31,31,31,T_C,2,12,0.328,2,12,D,S,0,369.00,490.77,0.328,2,D,200,8,369.0,0.219,OPC,0.46,,Cylinder,30.4,C,Control,0,,0.0,0,0,N/A,0.00,0,0.000,433,154.30,227.60,49.28,100.00,22.38,220.21,4.15,43.00,37.18,10.36,Flexural-bending (ductile),Each result reported is the average result of three identical beams - currently no paper available discussing full results.,,,,,,,,,,,,,,,,,,,,
575,"Yadav et al. (2018), M2-R1-C10",,R,SS_FPB_MONO,0,230,300,1500,1300,31,31,31,T_C,2,12,0.328,2,12,D,S,0,335.00,408.70,0.328,2,D,200,8,335.0,0.219,OPC,0.46,,Cylinder,30.4,IC,External stainless steel mesh,1000,375.0,25.0,3.5,300,N/A,10.01,1500,0.300,433,127.20,204.80,44.34,89.98,22.38,198.15,3.00,40.50,42.40,13.50,Flexural-bending (ductile),Beams sponge wrapped. Corrosion current density back calculated from Faraday's Law. Each result reported is the average result of three identical beams - currently no paper available discussing full results.,,,,,,,,,,,,,,,,,,,,
576,"Yadav et al. (2018), M2-R1-C20",,R,SS_FPB_MONO,0,230,300,1500,1300,31,31,31,T_C,2,12,0.328,2,12,D,S,0,323.00,361.76,0.328,2,D,200,8,323.0,0.219,OPC,0.46,,Cylinder,30.4,IC,External stainless steel mesh,1000,470.0,40.0,3.5,300,N/A,20.46,1500,0.614,433,91.50,192.60,41.70,84.62,22.55,184.91,0.63,37.00,145.24,58.73,Flexural-bending (ductile),Beams sponge wrapped. Corrosion current density back calculated from Faraday's Law. Each result reported is the average result of three identical beams - currently no paper available discussing full results.,,,,,,,,,,,,,,,,,,,,
577,"Yadav et al. (2018), M2-R1-C30",,R,SS_FPB_MONO,0,230,300,1500,1300,31,31,31,T_C,2,12,0.328,2,12,D,S,0,300.00,360.00,0.328,2,D,200,8,300.0,0.219,OPC,0.46,,Cylinder,30.4,IC,External stainless steel mesh,1000,470.0,60.0,3.5,300,N/A,30.50,1500,0.915,433,103.10,180.00,38.97,79.09,22.55,172.81,0.94,30.10,109.68,32.02,Flexural-bending (ductile),Beams sponge wrapped. Corrosion current density back calculated from Faraday's Law. Each result reported is the average result of three identical beams - currently no paper available discussing full results.,,,,,,,,,,,,,,,,,,,,
578,"Yadav et al. (2018), M2-R2-C0",Control.,R,SS_FPB_MONO,0,230,300,1500,1300,31,31,31,T_C,2,12,0.328,2,12,D,S,0,445.00,582.95,0.328,2,D,200,8,445.0,0.219,OPC,0.46,,Cylinder,30.4,C,Control,0,,0.0,0,0,N/A,0.00,0,0.000,433,172.50,236.30,51.16,100.00,27.01,189.43,2.45,45.90,70.41,18.73,Flexural-bending (ductile),Each result reported is the average result of three identical beams - currently no paper available discussing full results.,,,,,,,,,,,,,,,,,,,,
579,"Yadav et al. (2018), M2-R2-C10",,R,SS_FPB_MONO,0,230,300,1500,1300,31,31,31,T_C,2,12,0.328,2,12,D,S,0,425.00,531.25,0.328,2,D,200,8,425.0,0.219,OPC,0.46,,Cylinder,30.4,IC,External stainless steel mesh,1000,375.0,25.0,3.5,300,N/A,10.45,1500,0.314,433,168.50,219.00,47.41,92.68,27.01,175.56,3.88,40.10,43.43,10.34,Flexural-bending (ductile),Beams sponge wrapped. Corrosion current density back calculated from Faraday's Law. Each result reported is the average result of three identical beams - currently no paper available discussing full results.,,,,,,,,,,,,,,,,,,,,
580,"Yadav et al. (2018), M2-R2-C20",,R,SS_FPB_MONO,0,230,300,1500,1300,31,31,31,T_C,2,12,0.328,2,12,D,S,0,360.00,414.00,0.328,2,D,200,8,360.0,0.219,OPC,0.46,,Cylinder,30.4,IC,External stainless steel mesh,1000,470.0,40.0,3.5,300,N/A,20.30,1500,0.609,433,137.10,207.00,44.82,87.60,27.01,165.94,2.16,36.80,63.47,17.04,Flexural-bending (ductile),Beams sponge wrapped. Corrosion current density back calculated from Faraday's Law. Each result reported is the average result of three identical beams - currently no paper available discussing full results.,,,,,,,,,,,,,,,,,,,,
581,"Yadav et al. (2018), M2-R2-C30",,R,SS_FPB_MONO,0,230,300,1500,1300,31,31,31,T_C,2,12,0.328,2,12,D,S,0,340.00,387.60,0.328,2,D,200,8,340.0,0.219,OPC,0.46,,Cylinder,30.4,IC,External stainless steel mesh,1000,470.0,60.0,3.5,300,N/A,30.10,1500,0.903,433,162.10,195.00,42.22,82.52,27.01,156.32,3.09,30.00,52.46,9.71,Flexural-bending (ductile),Beams sponge wrapped. Corrosion current density back calculated from Faraday's Law. Each result reported is the average result of three identical beams - currently no paper available discussing full results.,,,,,,,,,,,,,,,,,,,,
582,"Ye et al. (2018), CO-SL-00-00",Control. Not subjected to sustained loading.,R,SS_FPB_MONO,0,100,160,1400,1200,27,27,25,UT_C,2,12,1.414,2,8,D,S,0,335.00,490.00,0.628,2,P,400,6,235.0,0.141,OPC,0.53,20,Cube,45.9,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,400,52.82,61.38,12.28,100.00,10.49,117.08,4.15,18.75,12.73,4.52,Flexural-bending (ductile),Cube compressive strength averaged over all specimens.,,,,,,,,,,,,,,,,,,,,
583,"Ye et al. (2018), BO-SL-00-03",Artificial climate method - regulated temperature and RH (no NaCl spray). Assumed 4 years exposure.,R,SS_FPB_MONO_SUST,0,100,160,1400,1200,27,27,25,UT_C,2,12,1.414,2,8,D,S,0,327.73,478.62,0.628,2,P,400,6,235.0,0.141,OPC,0.53,20,Cube,45.9,EI,N/A,1400,1.4,1461.0,3.5,160,N/A,2.15,110,0.065,400,52.41,60.19,12.04,98.06,10.49,114.81,4.06,20.00,12.91,4.93,Flexural-bending (ductile),Cube compressive strength averaged over all specimens. Environmental current density calculated using Yu et al. (2015) model - duration assumed from Fu et al. (2017).,,,,,,,,,,,,,,,,,,,,
584,"Ye et al. (2018), BO-SL-00-05",Artificial climate method - regulated temperature and RH (no NaCl spray). Assumed 4 years exposure.,R,SS_FPB_MONO_SUST,0,100,160,1400,1200,27,27,25,UT_C,2,12,1.414,2,8,D,S,0,324.95,474.28,0.628,2,P,400,6,235.0,0.141,OPC,0.53,20,Cube,45.9,EI,N/A,1400,2.0,1461.0,3.5,160,N/A,2.97,110,0.089,400,53.64,59.58,11.92,97.07,10.49,113.65,4.15,20.15,12.93,4.86,Flexural-bending (ductile),Cube compressive strength averaged over all specimens. Environmental current density calculated using Yu et al. (2015) model - duration assumed from Fu et al. (2017).,,,,,,,,,,,,,,,,,,,,
585,"Ye et al. (2018), BO-SL-00-08",Artificial climate method - regulated temperature and RH (no NaCl spray). Assumed 4 years exposure.,R,SS_FPB_MONO_SUST,0,100,160,1400,1200,27,27,25,UT_C,2,12,1.414,2,8,D,S,0,318.25,463.80,0.628,2,P,400,6,235.0,0.141,OPC,0.53,20,Cube,45.9,EI,N/A,1400,3.3,1461.0,3.5,160,N/A,4.95,110,0.149,400,44.31,59.75,11.95,97.34,10.49,113.97,3.24,17.59,13.68,5.43,Flexural-bending (ductile),Cube compressive strength averaged over all specimens. Environmental current density calculated using Yu et al. (2015) model - duration assumed from Fu et al. (2017).,,,,,,,,,,,,,,,,,,,,
586,"Ye et al. (2018), BO-SL-00-10",Artificial climate method - regulated temperature and RH (no NaCl spray). Assumed 4 years exposure.,R,SS_FPB_MONO_SUST,0,100,160,1400,1200,27,27,25,UT_C,2,12,1.414,2,8,D,S,0,311.76,453.64,0.628,2,P,400,6,235.0,0.141,OPC,0.53,20,Cube,45.9,EI,N/A,1400,4.6,1461.0,3.5,160,N/A,6.87,110,0.206,400,46.76,58.61,11.72,95.49,10.49,111.80,2.72,16.71,17.19,6.14,Flexural-bending (ductile),Cube compressive strength averaged over all specimens. Environmental current density calculated using Yu et al. (2015) model - duration assumed from Fu et al. (2017).,,,,,,,,,,,,,,,,,,,,
587,"Ye et al. (2018), BO-SL-30-03",Artificial climate method - regulated temperature and RH (no NaCl spray). Assumed 4 years exposure.,R,SS_FPB_MONO_SUST,30,100,160,1400,1200,27,27,25,UT_C,2,12,1.414,2,8,D,S,0,326.37,476.51,0.628,2,P,400,6,235.0,0.141,OPC,0.53,20,Cube,45.9,EI,N/A,1400,1.7,1461.0,3.5,160,N/A,2.55,110,0.077,400,53.71,61.54,12.31,100.26,10.49,117.39,3.98,21.45,13.49,5.39,Flexural-bending (ductile),Cube compressive strength averaged over all specimens. Environmental current density calculated using Yu et al. (2015) model - duration assumed from Fu et al. (2017).,,,,,,,,,,,,,,,,,,,,
588,"Ye et al. (2018), BO-SL-30-05",Artificial climate method - regulated temperature and RH (no NaCl spray). Assumed 4 years exposure.,R,SS_FPB_MONO_SUST,30,100,160,1400,1200,27,27,25,UT_C,2,12,1.414,2,8,D,S,0,323.60,472.17,0.628,2,P,400,6,235.0,0.141,OPC,0.53,20,Cube,45.9,EI,N/A,1400,2.2,1461.0,3.5,160,N/A,3.37,110,0.101,400,48.76,59.18,11.84,96.42,10.49,112.88,3.83,21.65,12.73,5.65,Flexural-bending (ductile),Cube compressive strength averaged over all specimens. Environmental current density calculated using Yu et al. (2015) model - duration assumed from Fu et al. (2017).,,,,,,,,,,,,,,,,,,,,
589,"Ye et al. (2018), BO-SL-30-08",Artificial climate method - regulated temperature and RH (no NaCl spray). Assumed 4 years exposure.,R,SS_FPB_MONO_SUST,30,100,160,1400,1200,27,27,25,UT_C,2,12,1.414,2,8,D,S,0,317.85,463.17,0.628,2,P,400,6,235.0,0.141,OPC,0.53,20,Cube,45.9,EI,N/A,1400,3.3,1461.0,3.5,160,N/A,5.07,110,0.152,400,50.14,56.49,11.30,92.03,10.49,107.75,4.30,18.27,11.66,4.25,Flexural-bending (ductile),Cube compressive strength averaged over all specimens. Environmental current density calculated using Yu et al. (2015) model - duration assumed from Fu et al. (2017).,,,,,,,,,,,,,,,,,,,,
590,"Ye et al. (2018), BO-SL-30-10",Artificial climate method - regulated temperature and RH (no NaCl spray). Assumed 4 years exposure.,R,SS_FPB_MONO_SUST,30,100,160,1400,1200,27,27,25,UT_C,2,12,1.414,2,8,D,S,0,311.38,453.06,0.628,2,P,400,6,235.0,0.141,OPC,0.53,20,Cube,45.9,EI,N/A,1400,4.6,1461.0,3.5,160,N/A,6.98,110,0.209,400,50.31,54.74,10.95,89.18,10.49,104.42,2.78,16.66,18.10,5.99,Flexural-bending (ductile),Cube compressive strength averaged over all specimens. Environmental current density calculated using Yu et al. (2015) model - duration assumed from Fu et al. (2017).,,,,,,,,,,,,,,,,,,,,
591,"Ye et al. (2018), BO-SL-60-03",Artificial climate method - regulated temperature and RH (no NaCl spray). Assumed 4 years exposure.,R,SS_FPB_MONO_SUST,60,100,160,1400,1200,27,27,25,UT_C,2,12,1.414,2,8,D,S,0,324.44,473.49,0.628,2,P,400,6,235.0,0.141,OPC,0.53,20,Cube,45.9,EI,N/A,1400,2.0,1461.0,3.5,160,N/A,3.12,110,0.094,400,52.36,58.25,11.65,94.90,10.49,111.11,3.70,16.50,14.15,4.46,Flexural-bending (ductile),Cube compressive strength averaged over all specimens. Environmental current density calculated using Yu et al. (2015) model - duration assumed from Fu et al. (2017).,,,,,,,,,,,,,,,,,,,,
592,"Ye et al. (2018), BO-SL-60-05",Artificial climate method - regulated temperature and RH (no NaCl spray). Assumed 4 years exposure.,R,SS_FPB_MONO_SUST,60,100,160,1400,1200,27,27,25,UT_C,2,12,1.414,2,8,D,S,0,322.75,470.84,0.628,2,P,400,6,235.0,0.141,OPC,0.53,20,Cube,45.9,EI,N/A,1400,2.4,1461.0,3.5,160,N/A,3.62,110,0.109,400,50.21,55.80,11.16,90.91,10.49,106.44,3.46,16.26,14.51,4.70,Flexural-bending (ductile),Cube compressive strength averaged over all specimens. Environmental current density calculated using Yu et al. (2015) model - duration assumed from Fu et al. (2017).,,,,,,,,,,,,,,,,,,,,
593,"Ye et al. (2018), BO-SL-60-08",Artificial climate method - regulated temperature and RH (no NaCl spray). Assumed 4 years exposure.,R,SS_FPB_MONO_SUST,60,100,160,1400,1200,27,27,25,UT_C,2,12,1.414,2,8,D,S,0,317.98,463.38,0.628,2,P,400,6,235.0,0.141,OPC,0.53,20,Cube,45.9,EI,N/A,1400,3.3,1461.0,3.5,160,N/A,5.03,110,0.151,400,46.12,51.49,10.30,83.89,10.49,98.22,3.00,15.50,15.37,5.17,Flexural-bending (ductile),Cube compressive strength averaged over all specimens. Environmental current density calculated using Yu et al. (2015) model - duration assumed from Fu et al. (2017).,,,,,,,,,,,,,,,,,,,,
594,"Ye et al. (2018), BO-SL-60-10",Artificial climate method - regulated temperature and RH (no NaCl spray). Assumed 4 years exposure.,R,SS_FPB_MONO_SUST,60,100,160,1400,1200,27,27,25,UT_C,2,12,1.414,2,8,D,S,0,310.84,452.22,0.628,2,P,400,6,235.0,0.141,OPC,0.53,20,Cube,45.9,EI,N/A,1400,1.2,1461.0,3.5,160,N/A,7.14,110,0.214,400,40.48,47.52,9.50,77.42,10.49,90.64,2.55,13.54,15.87,5.31,Flexural-bending (ductile),Cube compressive strength averaged over all specimens. Environmental current density calculated using Yu et al. (2015) model - duration assumed from Fu et al. (2017).,,,,,,,,,,,,,,,,,,,,
595,"Ye et al. (2018), BC-SL-00-03",IC technique.,R,SS_FPB_MONO,0,100,160,1400,1200,27,27,25,UT_C,2,12,1.414,2,8,D,S,0,311.03,459.35,0.628,2,P,400,6,235.0,0.141,OPC,0.53,20,Cube,45.9,IC,External stainless steel bar,1400,190.0,20.0,3.5,160,N/A,3.91,110,0.117,400,52.55,59.69,11.94,97.25,10.49,113.86,4.95,20.24,10.62,4.09,Flexural-bending (ductile),"Cube compressive strength averaged over all specimens, corrosion duration and current density not reported.",,,,,,,,,,,,,,,,,,,,
596,"Ye et al. (2018), BC-SL-00-05",IC technique.,R,SS_FPB_MONO,0,100,160,1400,1200,27,27,25,UT_C,2,12,1.414,2,8,D,S,0,291.04,433.79,0.628,2,P,400,6,235.0,0.141,OPC,0.53,20,Cube,45.9,IC,External stainless steel bar,1400,190.0,35.0,3.5,160,N/A,7.17,110,0.215,400,46.53,58.98,11.80,96.09,10.49,112.50,3.21,16.98,14.50,5.29,Flexural-bending (ductile),"Cube compressive strength averaged over all specimens, corrosion duration and current density not reported.",,,,,,,,,,,,,,,,,,,,
597,"Ye et al. (2018), BC-SL-30-03",IC technique.,R,SS_FPB_MONO_SUST,30,100,160,1400,1200,27,27,25,UT_C,2,12,1.414,2,8,D,S,0,316.49,466.32,0.628,2,P,400,6,235.0,0.141,OPC,0.53,20,Cube,45.9,IC,External stainless steel bar,1400,190.0,20.0,3.5,160,N/A,3.02,110,0.091,400,52.14,59.29,11.86,96.59,10.49,113.09,5.31,22.53,9.82,4.24,Flexural-bending (ductile),"Cube compressive strength averaged over all specimens, corrosion duration and current density not reported.",,,,,,,,,,,,,,,,,,,,
598,"Ye et al. (2018), BC-SL-30-05",IC technique.,R,SS_FPB_MONO_SUST,30,100,160,1400,1200,27,27,25,UT_C,2,12,1.414,2,8,D,S,0,294.17,437.79,0.628,2,P,400,6,235.0,0.141,OPC,0.53,20,Cube,45.9,IC,External stainless steel bar,1400,190.0,35.0,3.5,160,N/A,6.66,110,0.200,400,50.82,57.04,11.41,92.93,10.49,108.80,3.60,16.67,14.12,4.63,Flexural-bending (ductile),"Cube compressive strength averaged over all specimens, corrosion duration and current density not reported.",,,,,,,,,,,,,,,,,,,,
599,"Ye et al. (2018), BC-SL-60-03",IC technique.,R,SS_FPB_MONO_SUST,60,100,160,1400,1200,27,27,25,UT_C,2,12,1.414,2,8,D,S,0,314.16,463.34,0.628,2,P,400,6,235.0,0.141,OPC,0.53,20,Cube,45.9,IC,External stainless steel bar,1400,190.0,20.0,3.5,160,N/A,3.40,110,0.102,400,52.45,58.16,11.63,94.75,10.49,110.94,5.68,17.83,9.23,3.14,Flexural-bending (ductile),"Cube compressive strength averaged over all specimens, corrosion duration and current density not reported.",,,,,,,,,,,,,,,,,,,,
600,"Ye et al. (2018), BC-SL-60-05",IC technique.,R,SS_FPB_MONO_SUST,60,100,160,1400,1200,27,27,25,UT_C,2,12,1.414,2,8,D,S,0,291.04,433.79,0.628,2,P,400,6,235.0,0.141,OPC,0.53,20,Cube,45.9,IC,External stainless steel bar,1400,190.0,35.0,3.5,160,N/A,7.17,110,0.215,400,46.53,51.73,10.35,84.28,10.49,98.67,3.82,13.98,12.18,3.66,Flexural-bending (ductile),"Cube compressive strength averaged over all specimens, corrosion duration and current density not reported.",,,,,,,,,,,,,,,,,,,,
601,"Zhou et al. (2018), B1",Control.,R,SS_FPB_MONO,0,100,200,1850,1600,32,32,29,UT_C,2,14,1.539,2,8,D,H-90,0,335,,0.503,2,P,100,8,,1.005,OPC,0.38,22,Cylinder ,20.1,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,620,,48.70,15.10,100.00,14.85,101.68,,,,,Flexural-bending (ductile),Simply supported lengths assumed from drawing. No failure modes reported - assumed to be ductile.,,,,,,,,,,,,,,,,,,,,
602,"Zhou et al. (2018), B2",,R,SS_FPB_MONO,0,100,200,1850,1600,32,32,29,UT_C,2,14,1.539,2,8,D,H-90,0,321.73,,0.503,2,P,100,8,,1.005,OPC,0.38,22,Cylinder ,20.1,IC,External carbon rod,500,2400.0,0.5,5,200,N/A,2.17,500,0.076,620,,42.60,13.21,87.47,14.85,88.95,,,,,Flexural-bending (ductile),Simply supported lengths assumed from drawing. No failure modes reported - assumed to be ductile. Current density estimated based on reported current and corrosion length. Mass loss (%) estimated based on reported change in mass (g) and theoretical original mass fora 500 mm corrosion length.,,,,,,,,,,,,,,,,,,,,
603,"Zhou et al. (2018), B3",,R,SS_FPB_MONO,0,100,200,1850,1600,32,32,29,UT_C,2,14,1.539,2,8,D,H-90,0,308.35,,0.503,2,P,100,8,,1.005,OPC,0.38,22,Cylinder ,20.1,IC,External carbon rod,500,2400.0,1.0,5,200,N/A,4.35,500,0.152,620,,40.00,12.40,82.14,14.85,83.52,,,,,Flexural-bending (ductile),Simply supported lengths assumed from drawing. No failure modes reported - assumed to be ductile. Current density estimated based on reported current and corrosion length. Mass loss (%) estimated based on reported change in mass (g) and theoretical original mass fora 500 mm corrosion length.,,,,,,,,,,,,,,,,,,,,
604,"Zhou et al. (2018), B4",,R,SS_FPB_MONO,0,100,200,1850,1600,32,32,29,UT_C,2,14,1.539,2,8,D,H-90,0,295.08,,0.503,2,P,100,8,,1.005,OPC,0.38,22,Cylinder ,20.1,IC,External carbon rod,500,2400.0,1.5,5,200,N/A,6.51,500,0.228,620,,39.40,12.21,80.90,14.85,82.26,,,,,Flexural-bending (ductile),Simply supported lengths assumed from drawing. No failure modes reported - assumed to be ductile. Current density estimated based on reported current and corrosion length. Mass loss (%) estimated based on reported change in mass (g) and theoretical original mass fora 500 mm corrosion length.,,,,,,,,,,,,,,,,,,,,
605,"Zhou et al. (2018), B5",,R,SS_FPB_MONO,0,100,200,1850,1600,32,32,29,UT_C,2,14,1.539,2,8,D,H-90,0,281.80,,0.503,2,P,100,8,,1.005,OPC,0.38,22,Cylinder ,20.1,IC,External carbon rod,500,2400.0,2.0,5,200,N/A,8.68,500,0.304,620,,38.40,11.90,78.85,14.85,80.18,,,,,Flexural-bending (ductile),Simply supported lengths assumed from drawing. No failure modes reported - assumed to be ductile. Current density estimated based on reported current and corrosion length. Mass loss (%) estimated based on reported change in mass (g) and theoretical original mass fora 500 mm corrosion length.,,,,,,,,,,,,,,,,,,,,
606,"Zhou et al. (2018), B6",,R,SS_FPB_MONO,0,100,200,1850,1600,32,32,29,UT_C,2,14,1.539,2,8,D,H-90,0,255.15,,0.503,2,P,100,8,,1.005,OPC,0.38,22,Cylinder ,20.1,IC,External carbon rod,500,2400.0,3.0,5,200,N/A,13.02,500,0.456,620,,35.80,11.10,73.51,14.85,74.75,,,,,Flexural-bending (ductile),Simply supported lengths assumed from drawing. No failure modes reported - assumed to be ductile. Current density estimated based on reported current and corrosion length. Mass loss (%) estimated based on reported change in mass (g) and theoretical original mass fora 500 mm corrosion length.,,,,,,,,,,,,,,,,,,,,
607,"Zhou et al. (2018), B7",,R,SS_FPB_MONO,0,100,200,1850,1600,32,32,29,UT_C,2,14,1.539,2,8,D,H-90,0,236.81,,0.503,2,P,100,8,,1.005,OPC,0.38,22,Cylinder ,20.1,IC,External carbon rod,500,2400.0,4.0,5,200,N/A,16.02,500,0.561,620,,32.30,10.01,66.32,14.85,67.44,,,,,Flexural-bending (ductile),Simply supported lengths assumed from drawing. No failure modes reported - assumed to be ductile. Current density estimated based on reported current and corrosion length. Mass loss (%) estimated based on reported change in mass (g) and theoretical original mass fora 500 mm corrosion length.,,,,,,,,,,,,,,,,,,,,
608,"Zhou et al. (2018), B8",,R,SS_FPB_MONO,0,100,200,1850,1600,32,32,29,UT_C,2,14,1.539,2,8,D,H-90,0,212.19,,0.503,2,P,100,8,,1.005,OPC,0.38,22,Cylinder ,20.1,IC,External carbon rod,500,2400.0,5.0,5,200,N/A,20.03,500,0.701,620,,27.70,8.59,56.88,14.85,57.84,,,,,Flexural-bending (ductile),Simply supported lengths assumed from drawing. No failure modes reported - assumed to be ductile. Current density estimated based on reported current and corrosion length. Mass loss (%) estimated based on reported change in mass (g) and theoretical original mass fora 500 mm corrosion length.,,,,,,,,,,,,,,,,,,,,
609,"Zhou et al. (2018), B9",,R,SS_FPB_MONO,0,100,200,1850,1600,32,32,29,UT_C,2,14,1.539,2,8,D,H-90,0,175.40,,0.503,2,P,100,8,,1.005,OPC,0.38,22,Cylinder ,20.1,IC,External carbon rod,500,2400.0,6.5,5,200,N/A,26.03,500,0.911,620,,24.50,7.60,50.31,14.85,51.15,,,,,Flexural-bending (brittle),Simply supported lengths assumed from drawing. No failure modes reported - assumed to be brittle from capacity loss. Current density estimated based on reported current and corrosion length. Mass loss (%) estimated based on reported change in mass (g) and theoretical original mass fora 500 mm corrosion length.,,,,,,,,,,,,,,,,,,,,
610,"Zhou et al. (2018), B10",,R,SS_FPB_MONO,0,100,200,1850,1600,32,32,29,T_C,2,14,1.539,2,8,D,H-90,0,176.60,,0.503,2,P,100,8,,1.005,OPC,0.38,22,Cylinder ,20.1,IC,External carbon rod,500,2400.0,21.0,5,200,N/A,34.05,500,1.192,620,,23.20,7.19,47.64,14.85,48.44,,,,,Flexural-bending (brittle),Simply supported lengths assumed from drawing. No failure modes reported - assumed to be brittle from capacity loss. Current density estimated based on reported current and corrosion length. Mass loss (%) estimated based on reported change in mass (g) and theoretical original mass fora 500 mm corrosion length.,,,,,,,,,,,,,,,,,,,,
611,"Hou et al. (2019), RCU60-0-0",Control.,R,SS_FPB_MONO,0,120,250,2150,1900,40,40,37,T_C,2,14,1.026,2,8,D,S,0,450.00,587.00,0.335,2,P,500,8,450.0,0.168,OPC/UHTCC,0.50,25,Cube,35.7,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,750,85.64,91.47,34.30,100.00,26.46,129.66,7.32,38.22,11.70,5.22,Flexural-bending (ductile),"Although beams have two concrete materials, corrosion is induced post ""repair"" so results are usable. Compressive strength of normal concrete is 35.1 MPa and 36.2 MPa for the UHTCC so average member strength taken as 35.7 MPa.",,,,,,,,,,,,,,,,,,,,
612,"Hou et al. (2019), RCU60-0.35-6.7",Beam constructed using 60 mm RC/UHTCC at base - composite material.,R,SS_FPB_MONO_SUST,33,120,250,2150,1900,40,40,37,T_C,2,14,1.026,2,8,D,S,0,394.66,523.89,0.335,2,P,500,8,450.0,0.168,OPC/UHTCC,0.50,25,Cube,35.7,IC,,450,200.0,31.0,3.5,60,N/A,6.72,450,0.235,750,75.85,91.71,34.39,100.26,26.46,130.00,6.86,46.46,11.06,6.77,Flexural-bending (ductile),"Although beams have two concrete materials, corrosion is induced post ""repair"" so results are usable. Compressive strength of normal concrete is 35.1 MPa and 36.2 MPa for the UHTCC so average member strength taken as 35.7 MPa. Cathode type not reported.",,,,,,,,,,,,,,,,,,,,
613,"Hou et al. (2019), RCU60-0.35-11.0",Beam constructed using 60 mm RC/UHTCC at base - composite material.,R,SS_FPB_MONO_SUST,33,120,250,2150,1900,40,40,37,T_C,2,14,1.026,2,8,D,S,0,359.17,483.41,0.335,2,P,500,8,450.0,0.168,OPC/UHTCC,0.50,25,Cube,35.7,IC,,450,200.0,62.0,3.5,60,1:2,11.03,450,0.386,750,63.75,78.85,29.57,86.20,26.46,111.77,5.07,19.86,12.57,3.92,Flexural-bending (brittle),"Although beams have two concrete materials, corrosion is induced post ""repair"" so results are usable. Compressive strength of normal concrete is 35.1 MPa and 36.2 MPa for the UHTCC so average member strength taken as 35.7 MPa. Cathode type not reported.",,,,,,,,,,,,,,,,,,,,
614,"Hou et al. (2019), RCU60-0.35-13.3",Beam constructed using 60 mm RC/UHTCC at base - composite material.,R,SS_FPB_MONO_SUST,33,120,250,2150,1900,40,40,37,T_C,2,14,1.026,2,8,D,S,0,340.47,462.09,0.335,2,P,500,8,450.0,0.168,OPC/UHTCC,0.50,25,Cube,35.7,IC,,450,200.0,93.0,3.5,60,1:2,13.30,450,0.466,750,56.45,64.35,24.13,70.35,26.46,91.22,4.67,11.19,12.09,2.40,Flexural-bending (brittle),"Although beams have two concrete materials, corrosion is induced post ""repair"" so results are usable. Compressive strength of normal concrete is 35.1 MPa and 36.2 MPa for the UHTCC so average member strength taken as 35.7 MPa. Cathode type not reported.",,,,,,,,,,,,,,,,,,,,
615,"Hou et al. (2019), RCU80-0-0",Control.,R,SS_FPB_MONO,0,120,250,2150,1900,40,40,37,T_C,2,14,1.026,2,8,D,S,0,450.00,587.00,0.335,2,P,500,8,450.0,0.168,OPC/UHTCC,0.50,25,Cube,35.7,C,Control,0,0.0,0.0,0,0,1:2,0.00,0,0.000,750,87.37,97.38,36.52,100.00,26.46,138.04,7.53,59.18,11.60,7.86,Flexural-bending (ductile),"Although beams have two concrete materials, corrosion is induced post ""repair"" so results are usable. Compressive strength of normal concrete is 35.1 MPa and 36.2 MPa for the UHTCC so average member strength taken as 35.7 MPa. Cathode type not reported.",,,,,,,,,,,,,,,,,,,,
616,"Hou et al. (2019), RCU80-0.35-8.6",Beam constructed using 80 mm RC/UHTCC at base - composite material.,R,SS_FPB_MONO_SUST,33,120,250,2150,1900,40,40,37,T_C,2,14,1.026,2,8,D,S,0,379.26,506.32,0.335,2,P,500,8,450.0,0.168,OPC/UHTCC,0.50,25,Cube,35.7,IC,,450,200.0,62.0,3.5,60,N/A,8.59,450,0.301,750,68.37,77.31,28.99,79.39,26.46,109.59,6.51,21.67,10.50,3.33,Flexural-bending (brittle),"Although beams have two concrete materials, corrosion is induced post ""repair"" so results are usable. Compressive strength of normal concrete is 35.1 MPa and 36.2 MPa for the UHTCC so average member strength taken as 35.7 MPa. Cathode type not reported.",,,,,,,,,,,,,,,,,,,,
617,"Hou et al. (2019), RCU80-0-6.5",Beam constructed using 80 mm RC/UHTCC at base - composite material.,R,SS_FPB_MONO,0,120,250,2150,1900,40,40,37,T_C,2,14,1.026,2,8,D,S,0,396.31,525.76,0.335,2,P,500,8,450.0,0.168,OPC/UHTCC,0.50,25,Cube,35.7,IC,,450,200.0,31.0,3.5,60,1:2,6.52,450,0.228,750,74.91,87.80,32.93,90.16,26.46,124.46,7.71,22.68,9.72,2.94,Flexural-bending (ductile),"Although beams have two concrete materials, corrosion is induced post ""repair"" so results are usable. Compressive strength of normal concrete is 35.1 MPa and 36.2 MPa for the UHTCC so average member strength taken as 35.7 MPa. Cathode type not reported.",,,,,,,,,,,,,,,,,,,,
618,"Hou et al. (2019), RCU80-0.1-10.6",Beam constructed using 80 mm RC/UHTCC at base - composite material.,R,SS_FPB_MONO_SUST,9,120,250,2150,1900,40,40,37,T_C,2,14,1.026,2,8,D,S,0,363.12,487.91,0.335,2,P,500,8,450.0,0.168,OPC/UHTCC,0.50,25,Cube,35.7,IC,,450,200.0,62.0,3.5,60,1:2,10.55,450,0.369,750,66.52,83.68,31.38,85.93,26.46,118.62,6.11,41.52,10.89,6.80,Flexural-bending (ductile),"Although beams have two concrete materials, corrosion is induced post ""repair"" so results are usable. Compressive strength of normal concrete is 35.1 MPa and 36.2 MPa for the UHTCC so average member strength taken as 35.7 MPa. Cathode type not reported.",,,,,,,,,,,,,,,,,,,,
619,"Hou et al. (2019), RCU80-0.23-10.3",Beam constructed using 80 mm RC/UHTCC at base - composite material.,R,SS_FPB_MONO_SUST,22,120,250,2150,1900,40,40,37,T_C,2,14,1.026,2,8,D,S,0,365.01,490.07,0.335,2,P,500,8,450.0,0.168,OPC/UHTCC,0.50,25,Cube,35.7,IC,,450,200.0,62.0,3.5,60,1:2,10.32,450,0.361,750,73.11,90.55,33.96,92.99,26.46,128.35,6.64,31.82,11.01,4.79,Flexural-bending (ductile),"Although beams have two concrete materials, corrosion is induced post ""repair"" so results are usable. Compressive strength of normal concrete is 35.1 MPa and 36.2 MPa for the UHTCC so average member strength taken as 35.7 MPa. Cathode type not reported.",,,,,,,,,,,,,,,,,,,,
620,"Hou et al. (2019), RCU80-0.35-11.6",Beam constructed using 80 mm RC/UHTCC at base - composite material.,R,SS_FPB_MONO_SUST,33,120,250,2150,1900,40,40,37,T_C,2,14,1.026,2,8,D,S,0,354.64,478.24,0.335,2,P,500,8,450.0,0.168,OPC/UHTCC,0.50,25,Cube,35.7,IC,,450,200.0,62.0,3.5,60,1:2,11.58,450,0.405,750,67.95,83.91,31.47,86.17,26.46,118.94,6.63,34.49,10.25,5.20,Flexural-bending (brittle),"Although beams have two concrete materials, corrosion is induced post ""repair"" so results are usable. Compressive strength of normal concrete is 35.1 MPa and 36.2 MPa for the UHTCC so average member strength taken as 35.7 MPa. Cathode type not reported.",,,,,,,,,,,,,,,,,,,,
621,"Hou et al. (2019), RCU80-0.35-16.3",Beam constructed using 80 mm RC/UHTCC at base - composite material.,R,SS_FPB_MONO_SUST,33,120,250,2150,1900,40,40,37,T_C,2,14,1.026,2,8,D,S,0,315.60,433.72,0.335,2,P,500,8,450.0,0.168,OPC/UHTCC,0.50,25,Cube,35.7,IC,,450,200.0,93.0,3.5,60,1:2,16.32,450,0.571,750,49.35,58.05,21.77,59.61,26.46,82.29,4.66,10.38,10.59,2.23,Flexural-bending (brittle),"Although beams have two concrete materials, corrosion is induced post ""repair"" so results are usable. Compressive strength of normal concrete is 35.1 MPa and 36.2 MPa for the UHTCC so average member strength taken as 35.7 MPa. Cathode type not reported.",,,,,,,,,,,,,,,,,,,,
622,"Hou et al. (2019), RCU80-0.45-11.6",Beam constructed using 80 mm RC/UHTCC at base - composite material.,R,SS_FPB_MONO_SUST,42,120,250,2150,1900,40,40,37,T_C,2,14,1.026,2,8,D,S,0,354.47,478.05,0.335,2,P,500,8,450.0,0.168,OPC/UHTCC,0.50,25,Cube,35.7,IC,,450,200.0,62.0,3.5,60,1:2,11.60,450,0.406,750,53.95,63.21,23.70,64.91,26.46,89.60,5.10,11.82,10.58,2.32,Flexural-bending (brittle),"Although beams have two concrete materials, corrosion is induced post ""repair"" so results are usable. Compressive strength of normal concrete is 35.1 MPa and 36.2 MPa for the UHTCC so average member strength taken as 35.7 MPa. Cathode type not reported.",,,,,,,,,,,,,,,,,,,,
623,"Hu et al. 2019), RB-0",Control,R,SS_FPB_MONO,0,100,200,1500,1200,26,26,24,T_C,2,12,1.131,2,8,D,H-90,0,555,656,0.503,2,P,100,8,,1.005,OPC,0.56,20,Cube,45.8,C,Control,0,0.0,0.0,0,0,1:2,0.00,0,0.000,400,87.91,100.08,20.02,100.00,19.94,100.38,6.40,17.56,13.74,2.74,Flexural-bending (ductile),Average concrete compressive strength of all beams at time of testing reported only. No stirrup data reported.,,,,,,,,,,,,,,,,,,,,
624,"Hu et al. 2019), RB-5",Intersections between stirrups and rebar coated with epoxy antirust paint layer.,R,SS_FPB_MONO,0,100,200,1500,1200,26,26,24,T_C,2,12,1.131,2,8,D,H-90,0,517.42,617.16,0.503,2,P,100,8,,1.005,OPC,0.56,20,Cube,45.8,IC,,1380,400.0,11.7,5,100,N/A,3.70,400,0.111,400,85.65,96.49,19.30,96.41,19.94,96.78,6.31,15.08,13.57,2.39,Flexural-bending (ductile),Average concrete compressive strength of all beams at time of testing reported only. Full depth immersion assumed. No stirrup data reported.,,,,,,,,,,,,,,,,,,,,
625,"Hu et al. 2019), RB-10",Intersections between stirrups and rebar coated with epoxy antirust paint layer.,R,SS_FPB_MONO,0,100,200,1500,1200,26,26,24,T_C,2,12,1.131,2,8,D,H-90,0,440.72,570.98,0.503,2,P,100,8,,1.005,OPC,0.56,20,Cube,45.8,IC,,1380,400.0,23.3,5,100,N/A,8.10,400,0.243,400,78.62,92.09,18.42,92.02,19.94,92.37,5.45,16.69,14.43,3.06,Flexural-bending (ductile),Average concrete compressive strength of all beams at time of testing reported only. Full depth immersion assumed. No stirrup data reported.,,,,,,,,,,,,,,,,,,,,
626,"Hu et al. 2019), RB-15",Intersections between stirrups and rebar coated with epoxy antirust paint layer.,R,SS_FPB_MONO,0,100,200,1500,1200,26,26,24,T_C,2,12,1.131,2,8,D,H-90,0,334.26,517.45,0.503,2,P,100,8,,1.005,OPC,0.56,20,Cube,45.8,IC,,1380,400.0,35.0,5,100,N/A,13.20,400,0.396,400,70.47,86.91,17.38,86.84,19.94,87.17,4.71,15.52,14.96,3.30,Flexural-bending (ductile),Average concrete compressive strength of all beams at time of testing reported only. Full depth immersion assumed. No stirrup data reported.,,,,,,,,,,,,,,,,,,,,
627,"Jung et al. (2019), FB-C0",Control.,R,SS_FPB_MONO,0,150,250,2200,1800,30,30,30,T_C,2,13,0.708,2,10,D,H-180,0,460,495,0.419,2,D,100,10,460.0,1.047,OPC,0.57,,Cylinder,24.4,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,600,65.00,81.60,24.48,100.00,24.59,99.55,7.00,116.70,9.29,16.67,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
628,"Jung et al. (2019), FB-C1",Does not report any corrosion details.,R,SS_FPB_MONO,0,150,250,2200,1800,30,30,30,T_C,2,13,0.708,2,10,D,H_180,0,,,0.419,2,D,100,10,,1.047,OPC,0.57,,Cylinder,24.4,IC,External stainless steel plate,2200,,,5,230,N/A,,,0.000,600,66.50,78.90,23.67,96.69,24.59,96.26,6.68,100.90,9.96,15.10,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
629,"Jung et al. (2019), FB-C2",Does not report any corrosion details.,R,SS_FPB_MONO,0,150,250,2200,1800,30,30,30,T_C,2,13,0.708,2,10,D,H-180,0,,,0.419,2,D,100,10,,1.047,OPC,0.57,,Cylinder,24.4,IC,External stainless steel plate,2200,,,5,230,N/A,,,0.000,600,66.60,77.40,23.22,94.85,24.59,94.43,6.54,11.90,10.18,1.82,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
630,"Jung et al. (2019), FB-C3",Does not report any corrosion details.,R,SS_FPB_MONO,0,150,250,2200,1800,30,30,30,T_C,2,13,0.708,2,10,D,H-180,0,,,0.419,2,D,100,10,,1.047,OPC,0.57,,Cylinder,24.4,IC,External stainless steel plate,2200,,,5,230,N/A,,,0.000,600,62.60,80.70,24.21,98.90,24.59,98.45,6.48,101.40,9.66,15.65,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
631,"Jung et al. (2019), FB-C4",Does not report any corrosion details.,R,SS_FPB_MONO,0,150,250,2200,1800,30,30,30,T_C,2,13,0.708,2,10,D,H_180,0,,,0.419,2,D,100,10,,1.047,OPC,0.57,,Cylinder,24.4,IC,External stainless steel plate,2200,,,5,230,N/A,,,0.000,600,63.40,78.40,23.52,96.08,24.59,95.65,6.98,95.60,9.08,13.70,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
632,"Jung et al. (2019), FB-C5",Does not report any corrosion details.,R,SS_FPB_MONO,0,150,250,2200,1800,30,30,30,T_C,2,13,0.708,2,10,D,H-180,0,,,0.419,2,D,100,10,,1.047,OPC,0.57,,Cylinder,24.4,IC,External stainless steel plate,2200,,,5,230,N/A,,,0.000,600,65.00,72.00,21.60,88.24,24.59,87.84,6.21,98.70,10.47,15.89,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
633,"Jung et al. (2019), FB-C6",Does not report any corrosion details.,R,SS_FPB_MONO,0,150,250,2200,1800,30,30,30,T_C,2,13,0.708,2,10,D,H-180,0,,,0.419,2,D,100,10,,1.047,OPC,0.57,,Cylinder,24.4,IC,External stainless steel plate,2200,,,5,230,N/A,,,0.000,600,63.20,74.30,22.29,91.05,24.59,90.64,6.75,97.40,9.36,14.43,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
634,"Jung et al. (2019), FB-C7",Does not report any corrosion details.,R,SS_FPB_MONO,0,150,250,2200,1800,30,30,30,T_C,2,13,0.708,2,10,D,H-180,0,,,0.419,2,D,100,10,,1.047,OPC,0.57,,Cylinder,24.4,IC,External stainless steel plate,2200,,,5,230,N/A,,,0.000,600,66.00,77.20,23.16,94.61,24.59,94.18,6.55,76.90,10.08,11.74,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
635,"Njeem et al. (2019), BF0",Control.,R,SS_FPB_MONO,0,125,250,2440,2232,31.8,51.8,51.8,T_C,2,11,0.608,2,11,D,H-90,0,505.60,660.00,0.608,2,W,100,6.3,530.0,0.499,OPC,0.49,,Cylinder,35.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,741,53.40,60.50,22.42,100.00,18.42,121.71,10.40,120.10,5.13,11.55,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
636,"Njeem et al. (2019), BMC30",Only tensile reinforcement corroded.,R,SS_FPB_MONO,0,125,250,2440,2232,31.8,51.8,51.8,T_C,2,11,0.608,2,11,D,H-90,0,284.15,379.50,0.608,2,W,100,6.3,530.0,0.499,OPC,0.49,,Cylinder,47.0,IC,External stainless steel plates,750,,,3,110,N/A,30.00,375,0.825,741,48.60,52.10,19.30,86.12,19.26,100.22,11.20,71.80,4.34,6.41,Flexural-bending (brittle),No corrosion process/testing information given so mass loss recorded is based on reported target. Corrosion current density and duration not reported..,,,,,,,,,,,,,,,,,,,,
637,"O'Flaherty and Browne (2019), T8/26-1",Control.,R,SS_FPB_MONO,0,100,150,910,750,24,30,23,T_C,2,8,0.670,2,6,D,H-90,0,460.0,496.8,0.377,2,P,85,6,250.0,0.665,OPC,0.44,20,Cylinder,44.8,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,250,51.50,57.50,7.19,100.00,5.34,134.71,2.45,7.72,21.02,3.15,Flexural-bending (ductile),Average cylindrical compressive strength of each series reported. ,,,,,,,,,,,,,,,,,,,,
638,"O'Flaherty and Browne (2019), T8/26-2",Tensile reinforcement isolated for independent corrosion.,R,SS_FPB_MONO,0,100,150,910,750,24,30,23,T_C,2,8,0.670,2,6,D,H-90,0,448.21,485.67,0.377,2,P,85,6,250.0,0.665,OPC,0.44,20,Cylinder,44.8,IC,Protected compression bars,910,1000.0,10.0,3.5,75,N/A,1.40,750,0.028,250,43.70,54.70,6.84,95.13,5.34,128.15,2.45,13.40,17.84,5.47,Flexural-bending (ductile),"3.5 % Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in tensile reinforcement. Average cylindrical compressive strength of each series reported. Corroded sample length assumed. ",,,,,,,,,,,,,,,,,,,,
639,"O'Flaherty and Browne (2019), T8/26-3",Tensile reinforcement isolated for independent corrosion.,R,SS_FPB_MONO,0,100,150,910,750,24,30,23,T_C,2,8,0.670,2,6,D,H-90,0,440.64,478.52,0.377,2,P,85,6,250.0,0.665,OPC,0.44,20,Cylinder,44.8,IC,Protected compression bars,910,1000.0,10.0,3.5,75,N/A,2.30,750,0.046,250,37.20,43.90,5.49,76.35,5.34,102.84,2.08,10.50,17.88,5.05,Flexural-bending (ductile),"3.5 % Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in tensile reinforcement. Average cylindrical compressive strength of each series reported. Corroded sample length assumed. ",,,,,,,,,,,,,,,,,,,,
640,"O'Flaherty and Browne (2019), T8/26-4",Tensile reinforcement isolated for independent corrosion.,R,SS_FPB_MONO,0,100,150,910,750,24,30,23,T_C,2,8,0.670,2,6,D,H-90,0,388.45,429.24,0.377,2,P,85,6,250.0,0.665,OPC,0.44,20,Cylinder,44.8,IC,Protected compression bars,910,1000.0,24.0,3.5,75,N/A,8.50,750,0.170,250,28.10,41.60,5.20,72.35,5.34,97.46,1.41,21.50,19.93,15.25,Flexural-bending (ductile),"3.5 % Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in tensile reinforcement. Average cylindrical compressive strength of each series reported. Corroded sample length assumed. ",,,,,,,,,,,,,,,,,,,,
641,"O'Flaherty and Browne (2019), T8/26-5",Tensile reinforcement isolated for independent corrosion.,R,SS_FPB_MONO,0,100,150,910,750,24,30,23,T_C,2,8,0.670,2,6,D,H-90,0,375.82,417.31,0.377,2,P,85,6,250.0,0.665,OPC,0.44,20,Cylinder,44.8,IC,Protected compression bars,910,1000.0,24.0,3.5,75,N/A,10.00,750,0.200,250,23.70,35.40,4.43,61.57,5.34,82.93,1.25,13.50,18.96,10.80,Flexural-bending (ductile),"3.5 % Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in tensile reinforcement. Average cylindrical compressive strength of each series reported. Corroded sample length assumed. ",,,,,,,,,,,,,,,,,,,,
642,"O'Flaherty and Browne (2019), T8/26-6",Tensile reinforcement isolated for independent corrosion.,R,SS_FPB_MONO,0,100,150,910,750,24,30,23,T_C,2,8,0.670,2,6,D,H-90,0,329.52,373.59,0.377,2,P,85,6,250.0,0.665,OPC,0.44,20,Cylinder,44.8,IC,Protected compression bars,910,1000.0,31.0,3.5,75,N/A,15.50,750,0.310,250,13.80,19.40,2.43,33.74,5.34,45.45,0.69,5.93,20.00,8.59,Flexural-bending (ductile),"3.5 % Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in tensile reinforcement. Average cylindrical compressive strength of each series reported. Corroded sample length assumed. ",,,,,,,,,,,,,,,,,,,,
643,"O'Flaherty and Browne (2019), T8/26-7",Tensile reinforcement isolated for independent corrosion.,R,SS_FPB_MONO,0,100,150,910,750,24,30,23,T_C,2,8,0.670,2,6,D,H-90,0,304.27,349.75,0.377,2,P,85,6,250.0,0.665,OPC,0.44,20,Cylinder,44.8,IC,Protected compression bars,910,1000.0,31.0,3.5,75,N/A,18.50,750,0.370,250,15.80,20.80,2.60,36.17,5.34,48.73,0.69,8.47,22.90,12.28,Flexural-bending (ductile),"3.5 % Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in tensile reinforcement. Average cylindrical compressive strength of each series reported. Corroded sample length assumed. ",,,,,,,,,,,,,,,,,,,,
644,"O'Flaherty and Browne (2019), T8/36-1",Control.,R,SS_FPB_MONO,0,100,150,910,750,24,40,23,T_C,2,8,0.670,2,6,D,H-90,0,460.0,496.8,0.377,2,P,85,6,250.0,0.665,OPC,0.44,20,Cylinder,42.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,250,43.75,55.50,6.94,100.00,4.84,143.29,3.00,14.30,14.58,4.77,Flexural-bending (ductile),Average cylindrical compressive strength of each series reported. ,,,,,,,,,,,,,,,,,,,,
645,"O'Flaherty and Browne (2019), T8/36-2",Tensile reinforcement isolated for independent corrosion.,R,SS_FPB_MONO,0,100,150,910,750,24,40,23,T_C,2,8,0.670,2,6,D,H-90,0,453.27,490.44,0.377,2,P,85,6,250.0,0.665,OPC,0.44,20,Cylinder,42.0,IC,Protected compression bars,910,1000.0,10.0,3.5,75,N/A,0.80,750,0.016,250,51.60,57.10,7.14,102.88,4.84,147.42,2.97,11.60,17.37,3.91,Flexural-bending (ductile),"3.5 % Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in tensile reinforcement. Average cylindrical compressive strength of each series reported. Corroded sample length assumed. ",,,,,,,,,,,,,,,,,,,,
646,"O'Flaherty and Browne (2019), T8/36-3",Tensile reinforcement isolated for independent corrosion.,R,SS_FPB_MONO,0,100,150,910,750,24,40,23,T_C,2,8,0.670,2,6,D,H-90,0,452.42,489.65,0.377,2,P,85,6,250.0,0.665,OPC,0.44,20,Cylinder,42.0,IC,Protected compression bars,910,1000.0,10.0,3.5,75,N/A,0.90,750,0.018,250,43.60,52.20,6.53,94.05,4.84,134.77,2.75,13.80,15.85,5.02,Flexural-bending (ductile),"3.5 % Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in tensile reinforcement. Average cylindrical compressive strength of each series reported. Corroded sample length assumed. ",,,,,,,,,,,,,,,,,,,,
647,"O'Flaherty and Browne (2019), T8/36-4",Tensile reinforcement isolated for independent corrosion.,R,SS_FPB_MONO,0,100,150,910,750,24,40,23,T_C,2,8,0.670,2,6,D,H-90,0,448.21,485.67,0.377,2,P,85,6,250.0,0.665,OPC,0.44,20,Cylinder,42.0,IC,Protected compression bars,910,1000.0,10.0,3.5,75,N/A,1.40,750,0.028,250,37.50,45.20,5.65,81.44,4.84,116.69,2.75,15.80,13.64,5.75,Flexural-bending (ductile),"3.5 % Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in tensile reinforcement. Average cylindrical compressive strength of each series reported. Corroded sample length assumed. ",,,,,,,,,,,,,,,,,,,,
648,"O'Flaherty and Browne (2019), T8/36-5",Tensile reinforcement isolated for independent corrosion.,R,SS_FPB_MONO,0,100,150,910,750,24,40,23,T_C,2,8,0.670,2,6,D,H-90,0,421.28,460.24,0.377,2,P,85,6,250.0,0.665,OPC,0.44,20,Cylinder,42.0,IC,Protected compression bars,910,1000.0,14.0,3.5,75,N/A,4.60,750,0.092,250,35.20,44.70,5.59,80.54,4.84,115.40,2.66,19.70,13.23,7.41,Flexural-bending (ductile),"3.5 % Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in tensile reinforcement. Average cylindrical compressive strength of each series reported. Corroded sample length assumed. ",,,,,,,,,,,,,,,,,,,,
649,"O'Flaherty and Browne (2019), T8/36-6",Tensile reinforcement isolated for independent corrosion.,R,SS_FPB_MONO,0,100,150,910,750,24,40,23,T_C,2,8,0.670,2,6,D,H-90,0,388.45,429.24,0.377,2,P,85,6,250.0,0.665,OPC,0.44,20,Cylinder,42.0,IC,Protected compression bars,910,1000.0,24.0,3.5,75,N/A,8.50,750,0.170,250,25.00,35.00,4.38,63.06,4.84,90.36,1.40,13.70,17.86,9.79,Flexural-bending (ductile),"3.5 % Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in tensile reinforcement. Average cylindrical compressive strength of each series reported. Corroded sample length assumed. ",,,,,,,,,,,,,,,,,,,,
650,"O'Flaherty and Browne (2019), T8/36-7",Tensile reinforcement isolated for independent corrosion.,R,SS_FPB_MONO,0,100,150,910,750,24,40,23,T_C,2,8,0.670,2,6,D,H-90,0,379.19,420.49,0.377,2,P,85,6,250.0,0.665,OPC,0.44,20,Cylinder,42.0,IC,Protected compression bars,910,1000.0,24.0,3.5,75,N/A,9.60,750,0.192,250,26.00,34.40,4.30,61.98,4.84,88.81,2.09,15.30,12.44,7.32,Flexural-bending (ductile),"3.5 % Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in tensile reinforcement. Average cylindrical compressive strength of each series reported. Corroded sample length assumed. ",,,,,,,,,,,,,,,,,,,,
651,"O'Flaherty and Browne (2019), T8/36-8",Tensile reinforcement isolated for independent corrosion.,R,SS_FPB_MONO,0,100,150,910,750,24,40,23,T_C,2,8,0.670,2,6,D,H-90,0,333.73,377.57,0.377,2,P,85,6,250.0,0.665,OPC,0.44,20,Cylinder,42.0,IC,Protected compression bars,910,1000.0,31.0,3.5,75,N/A,15.00,750,0.300,250,18.50,24.50,3.06,44.14,4.84,63.25,1.65,17.50,11.21,10.61,Flexural-bending (ductile),"3.5 % Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in tensile reinforcement. Average cylindrical compressive strength of each series reported. Corroded sample length assumed. ",,,,,,,,,,,,,,,,,,,,
652,"O'Flaherty and Browne (2019), T8/36-9",Tensile reinforcement isolated for independent corrosion.,R,SS_FPB_MONO,0,100,150,910,750,24,40,23,T_C,2,8,0.670,2,6,D,H-90,0,310.16,355.31,0.377,2,P,85,6,250.0,0.665,OPC,0.44,20,Cylinder,42.0,IC,Protected compression bars,910,1000.0,31.0,3.5,75,N/A,17.80,750,0.356,250,13.75,20.90,2.61,37.66,4.84,53.96,0.96,12.24,14.32,12.75,Flexural-bending (ductile),"3.5 % Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in tensile reinforcement. Average cylindrical compressive strength of each series reported. Corroded sample length assumed. ",,,,,,,,,,,,,,,,,,,,
653,"O'Flaherty and Browne (2019), T8/56-1",Control.,R,SS_FPB_MONO,0,100,150,910,750,24,60,23,T_C,2,8,0.670,2,6,D,H-90,0,460.0,496.8,0.377,2,P,85,6,250.0,0.665,OPC,0.44,20,Cylinder,41.8,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,250,35.70,41.40,5.18,100.00,3.91,132.20,2.85,8.21,12.53,2.88,Flexural-bending (ductile),Average cylindrical compressive strength of each series reported. ,,,,,,,,,,,,,,,,,,,,
654,"O'Flaherty and Browne (2019), T8/56-2",Tensile reinforcement isolated for independent corrosion.,R,SS_FPB_MONO,0,100,150,910,750,24,60,23,T_C,2,8,0.670,2,6,D,H-90,0,395.18,435.59,0.377,2,P,85,6,250.0,0.665,OPC,0.44,20,Cylinder,41.8,IC,Protected compression bars,910,1000.0,24.0,3.5,75,N/A,7.70,750,0.154,250,23.80,33.90,4.24,81.88,3.91,108.25,2.56,19.40,9.30,7.58,Flexural-bending (ductile),"3.5 % Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in tensile reinforcement. Average cylindrical compressive strength of each series reported. Corroded sample length assumed. ",,,,,,,,,,,,,,,,,,,,
655,"O'Flaherty and Browne (2019), T8/56-3",Tensile reinforcement isolated for independent corrosion.,R,SS_FPB_MONO,0,100,150,910,750,24,60,23,T_C,2,8,0.670,2,6,D,H-90,0,415.38,454.67,0.377,2,P,85,6,250.0,0.665,OPC,0.44,20,Cylinder,41.8,IC,Protected compression bars,910,1000.0,14.0,3.5,75,N/A,5.30,750,0.106,250,18.00,33.20,4.15,80.19,3.91,106.02,1.92,21.50,9.38,11.20,Flexural-bending (ductile),"3.5 % Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in tensile reinforcement. Average cylindrical compressive strength of each series reported. Corroded sample length assumed. ",,,,,,,,,,,,,,,,,,,,
656,"O'Flaherty and Browne (2019), T8/56-4",Tensile reinforcement isolated for independent corrosion.,R,SS_FPB_MONO,0,100,150,910,750,24,60,23,T_C,2,8,0.670,2,6,D,H-90,0,437.27,475.34,0.377,2,P,85,6,250.0,0.665,OPC,0.44,20,Cylinder,41.8,IC,Protected compression bars,910,1000.0,10.0,3.5,75,N/A,2.70,750,0.054,250,34.60,42.90,5.36,103.62,3.91,136.99,3.03,18.00,11.42,5.94,Flexural-bending (ductile),"3.5 % Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in tensile reinforcement. Average cylindrical compressive strength of each series reported. Corroded sample length assumed. ",,,,,,,,,,,,,,,,,,,,
657,"O'Flaherty and Browne (2019), T8/56-5",Tensile reinforcement isolated for independent corrosion.,R,SS_FPB_MONO,0,100,150,910,750,24,60,23,T_C,2,8,0.670,2,6,D,H-90,0,430.54,468.98,0.377,2,P,85,6,250.0,0.665,OPC,0.44,20,Cylinder,41.8,IC,Protected compression bars,910,1000.0,10.0,3.5,75,N/A,3.50,750,0.070,250,30.00,39.20,4.90,94.69,3.91,125.18,2.71,17.40,11.07,6.42,Flexural-bending (ductile),"3.5 % Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in tensile reinforcement. Average cylindrical compressive strength of each series reported. Corroded sample length assumed. ",,,,,,,,,,,,,,,,,,,,
658,"O'Flaherty and Browne (2019), T8/56-6",Tensile reinforcement isolated for independent corrosion.,R,SS_FPB_MONO,0,100,150,910,750,24,60,23,T_C,2,8,0.670,2,6,D,H-90,0,401.92,441.95,0.377,2,P,85,6,250.0,0.665,OPC,0.44,20,Cylinder,41.8,IC,Protected compression bars,910,1000.0,14.0,3.5,75,N/A,6.90,750,0.138,250,25.60,34.60,4.33,83.57,3.91,110.49,2.71,22.80,9.45,8.41,Flexural-bending (ductile),"3.5 % Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in tensile reinforcement. Average cylindrical compressive strength of each series reported. Corroded sample length assumed. ",,,,,,,,,,,,,,,,,,,,
659,"O'Flaherty and Browne (2019), T8/56-7",Tensile reinforcement isolated for independent corrosion.,R,SS_FPB_MONO,0,100,150,910,750,24,60,23,T_C,2,8,0.670,2,6,D,H-90,0,332.89,376.77,0.377,2,P,85,6,250.0,0.665,OPC,0.44,20,Cylinder,41.8,IC,Protected compression bars,910,1000.0,31.0,3.5,75,N/A,15.10,750,0.302,250,11.80,17.00,2.13,41.06,3.91,54.29,1.00,7.07,11.80,7.07,Flexural-bending (ductile),"3.5 % Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in tensile reinforcement. Average cylindrical compressive strength of each series reported. Corroded sample length assumed. ",,,,,,,,,,,,,,,,,,,,
660,"O'Flaherty and Browne (2019), T8/56-8",Tensile reinforcement isolated for independent corrosion.,R,SS_FPB_MONO,0,100,150,910,750,24,60,23,T_C,2,8,0.670,2,6,D,H-90,0,385.08,426.06,0.377,2,P,85,6,250.0,0.665,OPC,0.44,20,Cylinder,41.8,IC,Protected compression bars,910,1000.0,24.0,3.5,75,N/A,8.90,750,0.178,250,21.20,26.20,3.28,63.29,3.91,83.66,2.50,7.45,8.48,2.98,Flexural-bending (ductile),"3.5 % Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in tensile reinforcement. Average cylindrical compressive strength of each series reported. Corroded sample length assumed. ",,,,,,,,,,,,,,,,,,,,
661,"O'Flaherty and Browne (2019), T8/56-9",Tensile reinforcement isolated for independent corrosion.,R,SS_FPB_MONO,0,100,150,910,750,24,60,23,T_C,2,8,0.670,2,6,D,H-90,0,321.94,366.44,0.377,2,P,85,6,250.0,0.665,OPC,0.44,20,Cylinder,41.8,IC,Protected compression bars,910,1000.0,31.0,3.5,75,N/A,16.40,750,0.328,250,5.95,10.00,1.25,24.15,3.91,31.93,0.39,4.99,15.26,12.79,Flexural-bending (ductile),"3.5 % Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in tensile reinforcement. Average cylindrical compressive strength of each series reported. Corroded sample length assumed. ",,,,,,,,,,,,,,,,,,,,
662,"O'Flaherty and Browne (2019), T10/26-1",Control.,R,SS_FPB_MONO,0,100,150,910,750,25,31,23,T_C,2,10,1.047,2,6,D,H-90,0,460.0,496.8,0.377,2,P,80,6,250.0,0.707,OPC,0.44,20,Cylinder,39.3,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,250,75.40,86.90,10.86,100.00,7.81,139.12,3.31,7.83,22.78,2.37,Flexural-bending (ductile),Average cylindrical compressive strength of each series reported. ,,,,,,,,,,,,,,,,,,,,
663,"O'Flaherty and Browne (2019), T10/26-2",Tensile reinforcement isolated for independent corrosion.,R,SS_FPB_MONO,0,100,150,910,750,25,31,23,T_C,2,10,1.047,2,6,D,H-90,0,424.64,463.42,0.377,2,P,80,6,250.0,0.707,OPC,0.44,20,Cylinder,39.3,IC,Protected compression bars,910,1000.0,14.0,3.5,75,N/A,4.20,750,0.105,250,73.40,86.70,10.84,99.77,7.81,138.80,3.42,9.48,21.46,2.77,Flexural-bending (ductile),"3.5 % Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in tensile reinforcement. Average cylindrical compressive strength of each series reported. Corroded sample length assumed. ",,,,,,,,,,,,,,,,,,,,
664,"O'Flaherty and Browne (2019), T10/26-3",Tensile reinforcement isolated for independent corrosion.,R,SS_FPB_MONO,0,100,150,910,750,25,31,23,T_C,2,10,1.047,2,6,D,H-90,0,422.12,461.03,0.377,2,P,80,6,250.0,0.707,OPC,0.44,20,Cylinder,39.3,IC,Protected compression bars,910,1000.0,14.0,3.5,75,N/A,4.50,750,0.113,250,68.90,82.20,10.28,94.59,7.81,131.60,3.25,9.65,21.20,2.97,Flexural-bending (ductile),"3.5 % Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in tensile reinforcement. Average cylindrical compressive strength of each series reported. Corroded sample length assumed. ",,,,,,,,,,,,,,,,,,,,
665,"O'Flaherty and Browne (2019), T10/26-4",Tensile reinforcement isolated for independent corrosion.,R,SS_FPB_MONO,0,100,150,910,750,25,31,23,T_C,2,10,1.047,2,6,D,H-90,0,438.11,476.13,0.377,2,P,80,6,250.0,0.707,OPC,0.44,20,Cylinder,39.3,IC,Protected compression bars,910,1000.0,10.0,3.5,75,N/A,2.60,750,0.065,250,55.10,68.40,8.55,78.71,7.81,109.50,2.14,12.80,25.75,5.98,Flexural-bending (ductile),"3.5 % Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in tensile reinforcement. Average cylindrical compressive strength of each series reported. Corroded sample length assumed. ",,,,,,,,,,,,,,,,,,,,
666,"O'Flaherty and Browne (2019), T10/26-5",Tensile reinforcement isolated for independent corrosion.,R,SS_FPB_MONO,0,100,150,910,750,25,31,23,T_C,2,10,1.047,2,6,D,H-90,0,426.33,465.00,0.377,2,P,80,6,250.0,0.707,OPC,0.44,20,Cylinder,39.3,IC,Protected compression bars,910,1000.0,14.0,3.5,75,N/A,4.00,750,0.100,250,49.00,65.00,8.13,74.80,7.81,104.06,2.14,11.40,22.90,5.33,Flexural-bending (ductile),"3.5 % Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in tensile reinforcement. Average cylindrical compressive strength of each series reported. Corroded sample length assumed. ",,,,,,,,,,,,,,,,,,,,
667,"O'Flaherty and Browne (2019), T10/26-6",Tensile reinforcement isolated for independent corrosion.,R,SS_FPB_MONO,0,100,150,910,750,25,31,23,T_C,2,10,1.047,2,6,D,H-90,0,405.28,445.13,0.377,2,P,80,6,250.0,0.707,OPC,0.44,20,Cylinder,39.3,IC,Protected compression bars,910,1000.0,14.0,3.5,75,N/A,6.50,750,0.163,250,47.40,63.90,7.99,73.53,7.81,102.30,1.74,10.10,27.24,5.80,Flexural-bending (ductile),"3.5 % Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in tensile reinforcement. Average cylindrical compressive strength of each series reported. Corroded sample length assumed. ",,,,,,,,,,,,,,,,,,,,
668,"O'Flaherty and Browne (2019), T10/26-7",Tensile reinforcement isolated for independent corrosion.,R,SS_FPB_MONO,0,100,150,910,750,25,31,23,T_C,2,10,1.047,2,6,D,H-90,0,396.87,437.18,0.377,2,P,80,6,250.0,0.707,OPC,0.44,20,Cylinder,39.3,IC,Protected compression bars,910,1000.0,24.0,3.5,75,N/A,7.50,750,0.188,250,39.30,62.60,7.83,72.04,7.81,100.22,1.74,17.70,22.59,10.17,Flexural-bending (ductile),"3.5 % Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in tensile reinforcement. Average cylindrical compressive strength of each series reported. Corroded sample length assumed. ",,,,,,,,,,,,,,,,,,,,
669,"O'Flaherty and Browne (2019), T10/36-1",Control.,R,SS_FPB_MONO,0,100,150,910,750,25,41,23,T_C,2,10,1.047,2,6,D,H-90,0,460.0,496.8,0.377,2,P,80,6,250.0,0.707,OPC,0.44,20,Cylinder,47.8,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,250,63.10,75.90,9.49,100.00,7.22,131.37,3.34,10.90,18.89,3.26,Flexural-bending (ductile),Average cylindrical compressive strength of each series reported. ,,,,,,,,,,,,,,,,,,,,
670,"O'Flaherty and Browne (2019), T10/36-2",Tensile reinforcement isolated for independent corrosion.,R,SS_FPB_MONO,0,100,150,910,750,25,41,23,T_C,2,10,1.047,2,6,D,H-90,0,438.96,476.93,0.377,2,P,80,6,250.0,0.707,OPC,0.44,20,Cylinder,47.8,IC,Protected compression bars,910,1000.0,10.0,3.5,75,N/A,2.50,750,0.063,250,58.90,69.50,8.69,91.57,7.22,120.30,2.66,10.30,22.14,3.87,Flexural-bending (ductile),"3.5 % Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in tensile reinforcement. Average cylindrical compressive strength of each series reported. Corroded sample length assumed. ",,,,,,,,,,,,,,,,,,,,
671,"O'Flaherty and Browne (2019), T10/36-3",Tensile reinforcement isolated for independent corrosion.,R,SS_FPB_MONO,0,100,150,910,750,25,41,23,T_C,2,10,1.047,2,6,D,H-90,0,432.22,470.57,0.377,2,P,80,6,250.0,0.707,OPC,0.44,20,Cylinder,47.8,IC,Protected compression bars,910,1000.0,10.0,3.5,75,N/A,3.30,750,0.083,250,54.40,70.90,8.86,93.41,7.22,122.72,2.51,14.40,21.67,5.74,Flexural-bending (ductile),"3.5 % Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in tensile reinforcement. Average cylindrical compressive strength of each series reported. Corroded sample length assumed. ",,,,,,,,,,,,,,,,,,,,
672,"O'Flaherty and Browne (2019), T10/36-4",Tensile reinforcement isolated for independent corrosion.,R,SS_FPB_MONO,0,100,150,910,750,25,41,23,T_C,2,10,1.047,2,6,D,H-90,0,403.60,443.54,0.377,2,P,80,6,250.0,0.707,OPC,0.44,20,Cylinder,47.8,IC,Protected compression bars,910,1000.0,14.0,3.5,75,N/A,6.70,750,0.168,250,44.30,57.70,7.21,76.02,7.22,99.87,2.31,14.40,19.18,6.23,Flexural-bending (ductile),"3.5 % Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in tensile reinforcement. Average cylindrical compressive strength of each series reported. Corroded sample length assumed. ",,,,,,,,,,,,,,,,,,,,
673,"O'Flaherty and Browne (2019), T10/36-5",Tensile reinforcement isolated for independent corrosion.,R,SS_FPB_MONO,0,100,150,910,750,25,41,23,T_C,2,10,1.047,2,6,D,H-90,0,390.13,430.82,0.377,2,P,80,6,250.0,0.707,OPC,0.44,20,Cylinder,47.8,IC,Protected compression bars,910,1000.0,24.0,3.5,75,N/A,8.30,750,0.208,250,39.10,55.10,6.89,72.60,7.22,95.37,1.80,15.30,21.72,8.50,Flexural-bending (ductile),"3.5 % Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in tensile reinforcement. Average cylindrical compressive strength of each series reported. Corroded sample length assumed. ",,,,,,,,,,,,,,,,,,,,
674,"O'Flaherty and Browne (2019), T10/36-6",Tensile reinforcement isolated for independent corrosion.,R,SS_FPB_MONO,0,100,150,910,750,25,41,23,T_C,2,10,1.047,2,6,D,H-90,0,382.55,423.67,0.377,2,P,80,6,250.0,0.707,OPC,0.44,20,Cylinder,47.8,IC,Protected compression bars,910,1000.0,24.0,3.5,75,N/A,9.20,750,0.230,250,39.10,54.20,6.78,71.41,7.22,93.81,1.80,13.30,21.72,7.39,Flexural-bending (ductile),"3.5 % Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in tensile reinforcement. Average cylindrical compressive strength of each series reported. Corroded sample length assumed. ",,,,,,,,,,,,,,,,,,,,
675,"O'Flaherty and Browne (2019), T10/36-7",Tensile reinforcement isolated for independent corrosion.,R,SS_FPB_MONO,0,100,150,910,750,25,41,23,T_C,2,10,1.047,2,6,D,H-90,0,440.64,478.52,0.377,2,P,80,6,250.0,0.707,OPC,0.44,20,Cylinder,47.8,IC,Protected compression bars,910,1000.0,10.0,3.5,75,N/A,2.30,750,0.058,250,59.10,70.50,8.81,92.89,7.22,122.03,2.69,12.60,21.97,4.68,Flexural-bending (ductile),"3.5 % Calcium chloride solution used as electrolyte. Hanger bars and stirrups protected, then cathodically charged to induce corrosion in tensile reinforcement. Average cylindrical compressive strength of each series reported. Corroded sample length assumed. ",,,,,,,,,,,,,,,,,,,,
676,"Tan et al. (2019), D8-1",Control.,R,SS_FPB_MONO,0,80,120,1200,1100,23,23,22,T_C,2,8,1.047,2,6,D,H-180,0,334,437.4,0.589,2,P,150,4,,0.209,PCB40,0.6,,Cubic,25,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,400,26.27,27.59,5.52,100.00,2.92,188.77,2.41,18.11,10.90,7.51,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
677,"Tan et al. (2019), D8-2",Average mass losses only consider tensile bars.,R,SS_FPB_MONO,0,80,120,1200,1100,23,23,22,T_C,2,8,1.047,2,6,D,H-180,0,288.16,384.91,0.589,2,P,150,4,,0.209,PCB40,0.6,,Cubic,25,IC,External copper bar,1200,125.0,,3.5,120,N/A,7.50,1200,0.150,400,24.62,29.49,5.90,106.89,2.92,201.77,2.79,12.94,8.82,4.64,Flexural-bending (ductile),No visible cracks observable after corrosion.,,,,,,,,,,,,,,,,,,,,
678,"Tan et al. (2019), D8-3",Average mass losses only consider tensile bars.,R,SS_FPB_MONO,0,80,120,1200,1100,23,23,22,T_C,2,8,1.047,2,6,D,H-180,0,267.99,361.82,0.589,2,P,150,4,,0.209,PCB40,0.6,,Cubic,25,IC,External copper bar,1200,125.0,14.0,3.5,120,N/A,10.80,1200,0.216,400,21.08,24.79,4.96,89.85,2.92,169.61,2.08,14.07,10.13,6.76,Flexural-bending (ductile),"No visible cracks observable after corrosion. Current density back calculated from duration and mass loss assuming Faraday's law (estimate only) - since constant voltage of 5 V used in this study, current is likely variable. Final current density averaged over D8-3 and D10-3 estimates.",,,,,,,,,,,,,,,,,,,,
679,"Tan et al. (2019), D10-1",Control.,R,SS_FPB_MONO,0,80,120,1200,1100,24,24,22,T_C,2,10,1.636,2,6,D,H-180,0,334.00,437.40,0.589,2,P,150,4,,0.209,PCB40,0.6,,Cubic,25,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,400,33.98,36.39,7.28,100.00,4.32,168.46,3.42,13.44,9.94,3.93,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
680,"Tan et al. (2019), D10-2",Average mass losses only consider tensile bars.,R,SS_FPB_MONO,0,80,120,1200,1100,24,24,22,T_C,2,10,1.636,2,6,D,H-180,0,283.27,379.31,0.589,2,P,150,4,,0.209,PCB40,0.6,,Cubic,25,IC,External copper bar,1200,125.0,,3.5,120,N/A,8.30,1200,0.208,400,34.67,36.59,7.32,100.55,4.32,169.38,2.85,13.01,12.16,4.56,Flexural-bending (ductile),No visible cracks observable after corrosion.,,,,,,,,,,,,,,,,,,,,
681,"Tan et al. (2019), D10-3",Average mass losses only consider tensile bars.,R,SS_FPB_MONO,0,80,120,1200,1100,24,24,22,T_C,2,10,1.636,2,6,D,H-180,0,247.82,338.72,0.589,2,P,150,4,,0.209,PCB40,0.6,,Cubic,25,IC,External copper bar,1200,125.0,14.0,3.5,120,N/A,14.10,1200,0.353,400,26.43,29.19,5.84,80.21,4.32,135.13,1.82,6.60,14.52,3.63,Flexural-bending (brittle),"No visible cracks observable after corrosion. Current density back calculated from duration and mass loss assuming Faraday's law (estimate only) - since constant voltage of 5 V used in this study, current is likely variable. Final current density averaged over D8-3 and D10-3 estimates.",,,,,,,,,,,,,,,,,,,,
682,"Shen et al. (2019), B",Control.,R,SS_FPB_MONO,0,100,170,1500,1450,32,32,31,T_C,2,12,1.331,2,10,D,S,0,385,630,0.924,2,P,150,6,329.0,0.377,OPC,0.53,20,Cube,42.5,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,475,51.65,54.50,12.94,100.00,10.95,118.18,5.96,10.90,8.67,1.83,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
683,"Shen et al. (2019), BC",,R,SS_FPB_MONO,0,100,170,1500,1450,32,32,31,T_C,2,12,1.331,2,10,D,S,0,320.39,537.57,0.924,2,P,150,6,329.0,0.377,OPC,0.53,20,Cube,42.5,IC,Internal stainless steel belt,1500,200.0,43.3,5,170,4:3,9.17,1500,0.275,475,49.30,52.20,12.40,95.78,10.95,113.19,4.73,10.40,10.42,2.20,Flexural-bending (ductile),Sample length not reported. Target and actual corrosion damage not reported - estimation used by back calculating from Faraday's Law - attribute capacity loss to increased sustained loading..,,,,,,,,,,,,,,,,,,,,
684,"Shen et al. (2019), BCL-30",,R,SS_FPB_MONO_SUST,30,100,170,1500,1450,32,32,31,T_C,2,12,1.331,2,10,D,S,0,320.39,537.57,0.924,2,P,150,6,329.0,0.377,OPC,0.53,20,Cube,42.5,IC,Internal stainless steel belt,1500,200.0,43.3,5,170,4:3,9.17,1500,0.275,475,44.90,47.50,11.28,87.16,10.95,103.00,2.87,9.98,15.64,3.48,Flexural-bending (ductile),Sample length not reported. Target and actual corrosion damage not reported - estimation used by back calculating from Faraday's Law - attribute capacity loss to increased sustained loading..,,,,,,,,,,,,,,,,,,,,
685,"Shen et al. (2019), BCL-50",,R,SS_FPB_MONO_SUST,50,100,170,1500,1450,32,32,31,T_C,2,12,1.331,2,10,D,S,0,320.39,537.57,0.924,2,P,150,6,329.0,0.377,OPC,0.53,20,Cube,42.5,IC,Internal stainless steel belt,1500,200.0,43.3,5,170,4:3,9.17,1500,0.275,475,39.20,45.40,10.78,83.30,10.95,98.44,2.06,7.47,19.03,3.63,Flexural-bending (ductile),Sample length not reported. Target and actual corrosion damage not reported - estimation used by back calculating from Faraday's Law - attribute capacity loss to increased sustained loading..,,,,,,,,,,,,,,,,,,,,
686,"Zhang et al. (2019), A-2",No control specimen - cannot use data for residual bending capacity. Wooden stick provided as stirrup hanger in compression zone.,R,SS_FPB_MONO,0,80,140,1460,1260,40,26.5,0,ST,1,13,1.185,0,0,D,H-180,0,274.04,401.88,0.000,2,P,100,6,,0.707,OPC,0.5,20,Cylinder,50.7,IC,External copper net,1460,50.0,,3,50,N/A,11.24,100,0.365,490,16.90,26.00,6.37,,4.89,130.18,4.30,70.30,3.93,16.35,Flexural-bending (ductile),No uncorroded benchmark provided. Corrosion duration not reported.,,,,,,,,,,,,,,,,,,,,
687,"Zhang et al. (2019), A-3",No control specimen - cannot use data for residual bending capacity. Wooden stick provided as stirrup hanger in compression zone.,R,SS_FPB_MONO,0,80,140,1460,1260,40,26.5,0,ST,1,13,1.185,0,0,D,H-180,0,276.81,405.33,0.000,2,P,100,6,,0.707,OPC,0.5,20,Cylinder,48.3,IC,External copper net,1460,100.0,,3,50,N/A,10.80,100,0.351,490,16.50,24.00,5.88,,4.88,120.54,4.38,56.00,3.77,12.79,Flexural-bending (ductile),No uncorroded benchmark provided. Corrosion duration not reported.,,,,,,,,,,,,,,,,,,,,
688,"Zhang et al. (2019), A-4",No control specimen - cannot use data for residual bending capacity. Wooden stick provided as stirrup hanger in compression zone.,R,SS_FPB_MONO,0,80,140,1460,1260,40,26.5,0,ST,1,13,1.185,0,0,D,H-180,0,261.22,385.96,0.000,2,P,100,6,,0.707,OPC,0.5,20,Cylinder,49.0,IC,External copper net,1460,200.0,,3,50,N/A,13.27,100,0.431,490,16.40,23.40,5.73,,4.88,117.41,4.26,54.60,3.85,12.82,Flexural-bending (ductile),No uncorroded benchmark provided. Corrosion duration not reported.,,,,,,,,,,,,,,,,,,,,
689,"Zhang et al. (2019), A-5",No control specimen - cannot use data for residual bending capacity. Wooden stick provided as stirrup hanger in compression zone.,R,SS_FPB_MONO,0,80,140,1460,1260,40,26.5,0,ST,1,13,1.185,0,0,D,H-180,0,257.75,381.65,0.000,2,P,100,6,,0.707,OPC,0.5,20,Cylinder,30.2,IC,External copper net,1460,500.0,,3,50,N/A,13.82,100,0.449,490,15.00,22.00,5.39,,4.69,115.00,4.30,63.30,3.49,14.72,Flexural-bending (ductile),No uncorroded benchmark provided. Corrosion duration not reported.,,,,,,,,,,,,,,,,,,,,
690,"Zhang et al. (2019), B-1",No control specimen - cannot use data for residual bending capacity. Wooden stick provided as stirrup hanger in compression zone.,R,SS_FPB_MONO,0,80,140,1460,1260,40,16.5,0,ST,1,13,1.185,0,0,D,H-180,0,249.16,370.99,0.000,2,P,100,6,,0.707,OPC,0.5,20,Cylinder,50.1,IC,External copper net,1460,100.0,,3,50,N/A,15.18,100,0.493,490,17.50,24.30,5.95,,5.35,111.33,4.86,60.10,3.60,12.37,Flexural-bending (ductile),No uncorroded benchmark provided. Corrosion duration not reported.,,,,,,,,,,,,,,,,,,,,
691,"Zhang et al. (2019), B-2",No control specimen - cannot use data for residual bending capacity. Wooden stick provided as stirrup hanger in compression zone.,R,SS_FPB_MONO,0,80,140,1460,1260,40,19.5,0,ST,1,19,2.532,0,0,D,H-180,0,263.24,388.47,0.000,2,P,100,6,,0.707,OPC,0.5,20,Cylinder,47.0,IC,External copper net,1460,100.0,,3,50,N/A,12.95,100,0.615,490,39.40,51.40,12.59,,10.29,122.38,6.96,40.10,5.66,5.76,Flexural-bending (brittle),No uncorroded benchmark provided. Corrosion duration not reported.,,,,,,,,,,,,,,,,,,,,
692,"Zhang et al. (2019), B-3",No control specimen - cannot use data for residual bending capacity. Wooden stick provided as stirrup hanger in compression zone.,R,SS_FPB_MONO,0,80,140,1460,1260,40,29.5,0,ST,1,19,2.532,0,0,D,H-180,0,266.46,392.47,0.000,2,P,100,6,,0.707,OPC,0.5,20,Cylinder,47.0,IC,External copper net,1460,100.0,,3,50,N/A,12.44,100,0.591,490,35.20,45.60,11.17,,9.31,119.98,7.78,42.80,4.52,5.50,Flexural-bending (brittle),No uncorroded benchmark provided. Corrosion duration not reported.,,,,,,,,,,,,,,,,,,,,
693,"Zhang et al. (2019), C-1",No control specimen - cannot use data for residual bending capacity. Wooden stick provided as stirrup hanger in compression zone.,R,SS_FPB_MONO,0,80,140,1460,1260,40,26.5,0,ST,1,13,1.185,0,0,D,H-180,0,269.93,396.78,0.000,2,P,100,6,,0.707,OPC,0.71,20,Cylinder,38.6,IC,External copper net,1460,100.0,,3,50,N/A,11.89,100,0.386,490,15.70,23.60,5.78,,4.80,120.51,4.54,62.20,3.46,13.70,Flexural-bending (ductile),No uncorroded benchmark provided. Corrosion duration not reported.,,,,,,,,,,,,,,,,,,,,
694,"Biswas et al. (2020), R-0",Control. 4 x 6 mm bars used as mid-reinforcement (two layers).,R,SS_FPB_MONO,0,200,350,2000,1200,41.5,41.5,35,T_M_C,3,13,0.569,2,10,D,S,0,463,,0.224,2,P,140,6,352.0,0.202,OPC,0.52,,Cylinder,31,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,400,230.00,272.00,54.40,100.00,53.64,101.42,2.20,55.20,104.55,25.09,Flexural-bending (ductile),Only the average 28-day compressive strength reported.,,,,,,,,,,,,,,,,,,,,
695,"Biswas et al. (2020), R-11",4 x 6 mm bars used as mid-reinforcement (two layers). Mid-span stirrups protected with epoxy coat.,R,SS_FPB_MONO,0,200,350,2000,1200,41.5,41.5,35,T_M_C,3,13,0.569,2,10,D,S,0,369.80,,0.224,2,P,140,6,,0.202,OPC,0.52,,Cylinder,31,IC,External stainless steel plate,900,850.0,,5,62.5,N/A,11.00,100,0.358,400,220.00,263.00,52.60,96.69,53.64,98.06,2.10,42.30,104.76,20.14,Flexural-bending (ductile),Only the average 28-day compressive strength reported.,,,,,,,,,,,,,,,,,,,,
696,"Biswas et al. (2020), R-17A",5 x 6 mm bars used as mid-reinforcement (two layers). Mid-span stirrups protected with epoxy coat.,R,SS_FPB_MONO,0,200,350,2000,1200,41.5,41.5,35,T_M_C,3,13,0.569,2,10,D,S,0,318.96,,0.224,2,P,140,6,,0.202,OPC,0.52,,Cylinder,31,IC,External stainless steel plate,900,850.0,,5,62.5,N/A,17.00,100,0.553,400,195.00,246.00,49.20,90.44,53.64,91.72,2.00,53.90,97.50,26.95,Flexural-bending (ductile),Only the average 28-day compressive strength reported.,,,,,,,,,,,,,,,,,,,,
697,"Biswas et al. (2020), R-17B",6 x 6 mm bars used as mid-reinforcement (two layers). Mid-span stirrups protected with epoxy coat.,R,SS_FPB_MONO,0,200,350,2000,1200,41.5,41.5,35,T_M_C,3,13,0.569,2,10,D,S,0,318.96,,0.224,2,P,140,6,,0.202,OPC,0.52,,Cylinder,31,IC,External stainless steel plate,900,850.0,,5,62.5,N/A,17.00,100,0.553,400,192.00,247.00,49.40,90.81,53.64,92.10,1.90,26.00,101.05,13.68,Flexural-bending (ductile),Only the average 28-day compressive strength reported.,,,,,,,,,,,,,,,,,,,,
698,"Biswas et al. (2020), R-26A",7 x 6 mm bars used as mid-reinforcement (two layers). Mid-span stirrups protected with epoxy coat.,R,SS_FPB_MONO,0,200,350,2000,1200,41.5,41.5,35,T_M_C,3,13,0.569,2,10,D,S,0,276.13,,0.224,2,P,140,6,,0.202,OPC,0.52,,Cylinder,31,IC,External stainless steel plate,900,850.0,,5,62.5,N/A,26.00,100,0.845,400,160.00,210.00,42.00,77.21,53.64,78.30,1.40,10.90,114.29,7.79,Flexural-bending (brittle),Only the average 28-day compressive strength reported.,,,,,,,,,,,,,,,,,,,,
699,"Biswas et al. (2020), R-26B",8 x 6 mm bars used as mid-reinforcement (two layers). Mid-span stirrups protected with epoxy coat.,R,SS_FPB_MONO,0,200,350,2000,1200,41.5,41.5,35,T_M_C,3,13,0.569,2,10,D,S,0,268.17,,0.224,2,P,140,6,,0.202,OPC,0.52,,Cylinder,31,IC,External stainless steel plate,900,850.0,,5,62.5,N/A,28.00,100,0.910,400,156.00,183.00,36.60,67.28,53.64,68.23,1.80,5.90,86.67,3.28,Flexural-bending (brittle),Only the average 28-day compressive strength reported.,,,,,,,,,,,,,,,,,,,,
700,"Biswas et al. (2020), R-38",9 x 6 mm bars used as mid-reinforcement (two layers). Mid-span stirrups protected with epoxy coat.,R,SS_FPB_MONO,0,200,350,2000,1200,41.5,41.5,35,T_M_C,3,13,0.569,2,10,D,S,0,228.35,,0.224,2,P,140,6,,0.202,OPC,0.52,,Cylinder,31,IC,External stainless steel plate,900,850.0,,5,62.5,N/A,38.00,100,1.235,400,65.00,90.00,18.00,33.09,53.64,33.56,1.00,6.20,65.00,6.20,Flexural-bending (brittle),Only the average 28-day compressive strength reported.,,,,,,,,,,,,,,,,,,,,
701,"Yalciner et al. (2020), A1",Control.,R,SS_TPB_MONO,0,250,400,2500,2300,25,25,25,T_C,4,12,0.452,2,12,D,H-90,0,489.00,599.00,0.226,2,D,150,10,571.0,0.419,OPC,0.43,,Cube,44.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,1150,162.45,182.30,104.82,100.00,80.29,130.55,3.90,116.10,41.65,29.77,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
702,"Yalciner et al. (2020), A2",,R,SS_TPB_MONO,0,250,400,2500,2300,25,25,25,T_C,4,12,0.452,2,12,D,H-90,0,419.29,524.34,0.226,2,D,150,10,538.9,0.419,OPC,0.43,,Cube,44.0,IC,External copper plate,2500,92.6,77.4,3.5,380,N/A,7.79,2500,0.234,1150,155.08,165.76,95.31,90.93,80.29,118.71,5.00,56.70,31.02,11.34,Flexural-bending (ductile),Full length of tensile bars extracted - average sample size not reported.,,,,,,,,,,,,,,,,,,,,
703,"Yalciner et al. (2020), A3",,R,SS_TPB_MONO,0,250,400,2500,2300,25,25,25,T_C,4,12,0.452,2,12,D,H-90,0,406.31,510.44,0.226,2,D,150,10,470.7,0.419,OPC,0.43,,Cube,44.0,IC,External copper plate,2500,57.2,150.1,3.5,380,N/A,9.24,2500,0.277,1150,120.96,136.37,78.41,74.80,80.29,97.66,6.00,33.30,20.16,5.55,Flexural-bending (ductile),Full length of tensile bars extracted - average sample size not reported.,,,,,,,,,,,,,,,,,,,,
704,"Yalciner et al. (2020), A4",,R,SS_TPB_MONO,0,250,400,2500,2300,25,25,25,T_C,4,12,0.452,2,12,D,H-90,0,345.91,445.75,0.226,2,D,150,10,478.7,0.419,OPC,0.43,,Cube,44.0,IC,External copper plate,2500,82.5,178.8,3.5,380,N/A,15.99,2500,0.480,1150,111.18,117.46,67.54,64.43,80.29,84.12,7.00,24.50,15.88,3.50,Flexural-bending (ductile),Full length of tensile bars extracted - average sample size not reported.,,,,,,,,,,,,,,,,,,,,
705,"Yalciner et al. (2020), B1",Control.,R,SS_TPB_MONO,0,250,400,2500,2300,25,25,25,T_C,4,16,0.804,2,12,D,H-90,0,411.00,491.00,0.226,2,D,130,10,571.0,0.483,OPC,0.52,,Cube,30.0,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,1150,277.48,280.99,161.57,100.00,116.82,138.31,4.40,143.60,63.06,32.64,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
706,"Yalciner et al. (2020), B2",,R,SS_TPB_MONO,0,250,400,2500,2300,25,25,25,T_C,4,16,0.804,2,12,D,H-90,0,379.26,457.85,0.226,2,D,130,10,529.1,0.483,OPC,0.52,,Cube,30.0,IC,External copper plate,2500,38.5,130.1,3.5,380,N/A,4.22,2500,0.169,1150,215.39,228.45,131.36,81.30,116.82,112.45,4.70,82.70,45.83,17.60,Flexural-bending (ductile),Full length of tensile bars extracted - average sample size not reported.,,,,,,,,,,,,,,,,,,,,
707,"Yalciner et al. (2020), B3",,R,SS_TPB_MONO,0,250,400,2500,2300,25,25,25,T_C,4,16,0.804,2,12,D,H-90,0,358.43,436.09,0.226,2,D,130,10,527.1,0.483,OPC,0.52,,Cube,30.0,IC,External copper plate,2500,45.9,179.5,3.5,380,N/A,6.99,2500,0.280,1150,205.72,223.32,128.41,79.48,116.82,109.92,5.60,64.50,36.74,11.52,Flexural-bending (ductile),Full length of tensile bars extracted - average sample size not reported.,,,,,,,,,,,,,,,,,,,,
708,"Yalciner et al. (2020), B4",,R,SS_TPB_MONO,0,250,400,2500,2300,25,25,25,T_C,4,16,0.804,2,12,D,H-90,0,350.00,427.29,0.226,2,D,130,10,497.5,0.483,OPC,0.52,,Cube,30.0,IC,External copper plate,2500,45.9,208.5,3.5,380,N/A,8.11,2500,0.324,1150,177.55,184.61,106.15,65.70,116.82,90.87,6.20,41.60,28.64,6.71,Flexural-bending (ductile),Full length of tensile bars extracted - average sample size not reported.,,,,,,,,,,,,,,,,,,,,
709,"Hansapinyo et al. (2021), A1-1",Control. Singly reinforced. Acrylic rod used for compression hanger. Elliptical stirrup used.  ,R,SS_FPB_MONO,0,80,120,550,450,31,31,0,ST,1,10,0.818,0,0,D,S,0,390,520,0.000,2,P,50,6,335.0,1.414,OPC,0.7,0,Cylinder,30,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,175,,34.40,3.01,100.00,2.57,116.96,2.00,11.40,17.10,5.70,Flexural-bending (ductile),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported.,,,,,,,,,,,,,,,,,,,,
710,"Hansapinyo et al. (2021), A1-2",Singly reinforced. Acrylic rod used for compression hanger. Elliptical stirrup used.  ,R,SS_FPB_MONO,0,80,120,550,450,31,31,0,ST,1,10,0.818,0,0,D,S,0,155.45,205.14,0.000,2,P,50,6,,1.414,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,49.00,100,1.225,175,,7.50,0.66,21.80,2.57,25.50,0.60,1.80,14.70,3.00,Flexural-bending (brittle),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
711,"Hansapinyo et al. (2021), A1-3",Singly reinforced. Acrylic rod used for compression hanger. Elliptical stirrup used.  ,R,SS_FPB_MONO,0,80,120,550,450,31,31,0,ST,1,10,0.818,0,0,D,S,0,115.21,145.86,0.000,2,P,50,6,,1.414,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,61.00,100,1.525,175,,5.20,0.46,15.12,2.57,17.68,0.60,1.40,10.30,2.33,Flexural-bending (brittle),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
712,"Hansapinyo et al. (2021), A1-4",Singly reinforced. Acrylic rod used for compression hanger. Elliptical stirrup used.  ,R,SS_FPB_MONO,0,80,120,550,450,31,31,0,ST,1,10,0.818,0,0,D,S,0,195.70,264.42,0.000,2,P,50,6,,1.414,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,37.00,100,0.925,175,,30.10,2.63,87.50,2.57,102.34,1.80,4.60,17.90,2.56,Flexural-bending (brittle),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
713,"Hansapinyo et al. (2021), A1-5",Singly reinforced. Acrylic rod used for compression hanger. Elliptical stirrup used.  ,R,SS_FPB_MONO,0,80,120,550,450,31,31,0,ST,1,10,0.818,0,0,D,S,0,105.14,131.04,0.000,2,P,50,6,,1.414,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,64.00,100,1.600,175,,2.40,0.21,6.98,2.57,8.16,0.23,0.37,13.50,1.61,Flexural-bending (brittle),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
714,"Hansapinyo et al. (2021), A1-6",Singly reinforced. Acrylic rod used for compression hanger. Elliptical stirrup used.  ,R,SS_FPB_MONO,0,80,120,550,450,31,31,0,ST,1,10,0.818,0,0,D,S,0,182.29,244.66,0.000,2,P,50,6,,1.414,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,41.00,100,1.025,175,,10.00,0.88,29.07,2.57,34.00,0.70,2.50,12.80,3.57,Flexural-bending (brittle),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
715,"Hansapinyo et al. (2021), A1-7",Singly reinforced. Acrylic rod used for compression hanger. Elliptical stirrup used.  ,R,SS_FPB_MONO,0,80,120,550,450,31,31,0,ST,1,10,0.818,0,0,D,S,0,340.04,461.76,0.000,2,P,50,6,,1.414,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,7.00,100,0.175,175,,33.40,2.92,97.09,2.57,113.56,2.20,11.10,16.60,5.05,Flexural-bending (ductile),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
716,"Hansapinyo et al. (2021), A1-8",Singly reinforced. Acrylic rod used for compression hanger. Elliptical stirrup used.  ,R,SS_FPB_MONO,0,80,120,550,450,31,31,0,ST,1,10,0.818,0,0,D,S,0,340.04,461.76,0.000,2,P,50,6,,1.414,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,7.00,100,0.175,175,,34.40,3.01,100.00,2.57,116.96,2.00,16.40,19.30,8.20,Flexural-bending (ductile),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
717,"Hansapinyo et al. (2021), A2-1",Singly reinforced. Acrylic rod used for compression hanger. Elliptical stirrup used. Stirrups insulated around tension reinforcement. ,R,SS_FPB_MONO,0,80,120,550,450,31,31,0,ST,1,10,0.818,0,0,D,S,0,205.76,279.24,0.000,2,P,50,6,,1.414,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,34.00,100,0.850,175,,10.50,0.92,30.52,2.57,35.70,0.60,1.80,19.20,3.00,Flexural-bending (brittle),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
718,"Hansapinyo et al. (2021), A2-2",Singly reinforced. Acrylic rod used for compression hanger. Elliptical stirrup used. Stirrups insulated around tension reinforcement. ,R,SS_FPB_MONO,0,80,120,550,450,31,31,0,ST,1,10,0.818,0,0,D,S,0,182.29,244.66,0.000,2,P,50,6,,1.414,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,41.00,100,1.025,175,,18.30,1.60,53.20,2.57,62.22,0.80,7.60,22.90,9.50,Flexural-bending (brittle),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
719,"Hansapinyo et al. (2021), A2-3",Singly reinforced. Acrylic rod used for compression hanger. Elliptical stirrup used. Stirrups insulated around tension reinforcement. ,R,SS_FPB_MONO,0,80,120,550,450,31,31,0,ST,1,10,0.818,0,0,D,S,0,202.41,274.30,0.000,2,P,50,6,,1.414,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,35.00,100,0.875,175,,20.30,1.78,59.01,2.57,69.02,1.10,6.00,18.40,5.45,Flexural-bending (brittle),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
720,"Hansapinyo et al. (2021), A2-4",Singly reinforced. Acrylic rod used for compression hanger. Elliptical stirrup used. Stirrups insulated around tension reinforcement. ,R,SS_FPB_MONO,0,80,120,550,450,31,31,0,ST,1,10,0.818,0,0,D,S,0,197.30,295.36,0.000,2,P,50,6,,1.414,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,27.00,100,0.675,175,,29.80,2.61,86.63,2.57,101.32,1.40,18.40,22.20,13.14,Flexural-bending (ductile),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
721,"Hansapinyo et al. (2021), A2-5",Singly reinforced. Acrylic rod used for compression hanger. Elliptical stirrup used. Stirrups insulated around tension reinforcement. ,R,SS_FPB_MONO,0,80,120,550,450,31,31,0,ST,1,10,0.818,0,0,D,S,0,290.08,403.52,0.000,2,P,50,6,,1.414,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,14.00,100,0.350,175,,34.10,2.98,99.13,2.57,115.94,2.10,11.70,17.90,5.57,Flexural-bending (ductile),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
722,"Hansapinyo et al. (2021), A2-6",Singly reinforced. Acrylic rod used for compression hanger. Elliptical stirrup used. Stirrups insulated around tension reinforcement. ,R,SS_FPB_MONO,0,80,120,550,450,31,31,0,ST,1,10,0.818,0,0,D,S,0,261.53,370.24,0.000,2,P,50,6,,1.414,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,18.00,100,0.450,175,,31.80,2.78,92.44,2.57,108.12,2.00,22.10,17.90,11.05,Flexural-bending (ductile),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
723,"Hansapinyo et al. (2021), A2-7",Singly reinforced. Acrylic rod used for compression hanger. Elliptical stirrup used. Stirrups insulated around tension reinforcement. ,R,SS_FPB_MONO,0,80,120,550,450,31,31,0,ST,1,10,0.818,0,0,D,S,0,222.53,303.94,0.000,2,P,50,6,,1.414,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,29.00,100,0.725,175,,28.10,2.46,81.69,2.57,95.54,1.40,18.40,20.00,13.14,Flexural-bending (ductile),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
724,"Hansapinyo et al. (2021), A2-8",Singly reinforced. Acrylic rod used for compression hanger. Elliptical stirrup used. Stirrups insulated around tension reinforcement. ,R,SS_FPB_MONO,0,80,120,550,450,31,31,0,ST,1,10,0.818,0,0,D,S,0,297.22,411.84,0.000,2,P,50,6,,1.414,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,13.00,100,0.325,175,,32.00,2.80,93.02,2.57,108.80,1.90,17.60,17.90,9.26,Flexural-bending (ductile),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
725,"Hansapinyo et al. (2021), A2-9",Singly reinforced. Acrylic rod used for compression hanger. Elliptical stirrup used. Stirrups insulated around tension reinforcement. ,R,SS_FPB_MONO,0,80,120,550,450,31,31,0,ST,1,10,0.818,0,0,D,S,0,304.36,420.16,0.000,2,P,50,6,,1.414,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,12.00,100,0.300,175,,31.80,2.78,92.44,2.57,108.12,1.90,13.10,17.90,6.89,Flexural-bending (ductile),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
726,"Hansapinyo et al. (2021), A2-10",Singly reinforced. Acrylic rod used for compression hanger. Elliptical stirrup used. Stirrups insulated around tension reinforcement. ,R,SS_FPB_MONO,0,80,120,550,450,31,31,0,ST,1,10,0.818,0,0,D,S,0,325.77,445.12,0.000,2,P,50,6,,1.414,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,9.00,100,0.225,175,,35.00,3.06,101.74,2.57,119.00,2.20,23.90,17.90,10.86,Flexural-bending (ductile),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
727,"Hansapinyo et al. (2021), A3-1",Control. Singly reinforced. Acrylic rod used for compression hanger. Elliptical stirrup used. Stirrups insulated around tension reinforcement. ,R,SS_FPB_MONO,0,80,120,550,450,28,28,0,ST,1,10,0.818,0,0,D,S,0,390,520,0.000,2,P,25,3,280.0,0.707,OPC,0.7,0,Cylinder,30,C,Control,0,0.0,0.0,0,1,N/A,0.00,0,0.000,175,,39.00,3.41,100.00,2.63,129.55,2.30,19.00,17.90,8.26,Flexural-bending (ductile),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
728,"Hansapinyo et al. (2021), A3-2",Singly reinforced. Acrylic rod used for compression hanger. Elliptical stirrup used. Stirrups insulated around tension reinforcement. ,R,SS_FPB_MONO,0,80,120,550,450,28,28,0,ST,1,10,0.818,0,0,D,S,0,332.90,453.44,0.000,2,P,25,3,,0.707,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,8.00,100,0.200,175,,37.30,3.26,95.64,2.63,123.90,2.20,22.00,17.90,10.00,Flexural-bending (ductile),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
729,"Hansapinyo et al. (2021), A3-3",Singly reinforced. Acrylic rod used for compression hanger. Elliptical stirrup used. Stirrups insulated around tension reinforcement. ,R,SS_FPB_MONO,0,80,120,550,450,28,28,0,ST,1,10,0.818,0,0,D,S,0,347.18,470.08,0.000,2,P,25,3,,0.707,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,6.00,100,0.150,175,,37.90,3.32,97.18,2.63,125.89,2.20,19.00,17.90,8.64,Flexural-bending (ductile),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
730,"Hansapinyo et al. (2021), A3-4",Singly reinforced. Acrylic rod used for compression hanger. Elliptical stirrup used. Stirrups insulated around tension reinforcement. ,R,SS_FPB_MONO,0,80,120,550,450,28,28,0,ST,1,10,0.818,0,0,D,S,0,325.77,445.12,0.000,2,P,25,3,,0.707,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,9.00,100,0.225,175,,34.50,3.02,88.46,2.63,114.60,2.00,23.00,17.90,11.50,Flexural-bending (ductile),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
731,"Hansapinyo et al. (2021), A3-5",Singly reinforced. Acrylic rod used for compression hanger. Elliptical stirrup used. Stirrups insulated around tension reinforcement. ,R,SS_FPB_MONO,0,80,120,550,450,28,28,0,ST,1,10,0.818,0,0,D,S,0,340.04,461.76,0.000,2,P,25,3,,0.707,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,7.00,100,0.175,175,,36.60,3.20,93.85,2.63,121.58,2.50,25.00,14.90,10.00,Flexural-bending (ductile),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
732,"Hansapinyo et al. (2021), A3-6",Singly reinforced. Acrylic rod used for compression hanger. Elliptical stirrup used. Stirrups insulated around tension reinforcement. ,R,SS_FPB_MONO,0,80,120,550,450,28,28,0,ST,1,10,0.818,0,0,D,S,0,340.04,461.76,0.000,2,P,25,3,,0.707,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,7.00,100,0.175,175,,35.70,3.12,91.54,2.63,118.59,2.20,25.00,15.90,11.36,Flexural-bending (ductile),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
733,"Hansapinyo et al. (2021), A3-7",Singly reinforced. Acrylic rod used for compression hanger. Elliptical stirrup used. Stirrups insulated around tension reinforcement. ,R,SS_FPB_MONO,0,80,120,550,450,28,28,0,ST,1,10,0.818,0,0,D,S,0,282.95,395.20,0.000,2,P,25,3,,0.707,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,15.00,100,0.375,175,,31.60,2.77,81.03,2.63,104.97,1.90,7.20,17.20,3.79,Flexural-bending (ductile),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
734,"Hansapinyo et al. (2021), A3-8",Singly reinforced. Acrylic rod used for compression hanger. Elliptical stirrup used. Stirrups insulated around tension reinforcement. ,R,SS_FPB_MONO,0,80,120,550,450,28,28,0,ST,1,10,0.818,0,0,D,S,0,311.49,428.48,0.000,2,P,25,3,,0.707,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,11.00,100,0.275,175,,33.90,2.97,86.92,2.63,112.61,2.00,10.00,17.90,5.00,Flexural-bending (ductile),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
735,"Hansapinyo et al. (2021), A3-9",Singly reinforced. Acrylic rod used for compression hanger. Elliptical stirrup used. Stirrups insulated around tension reinforcement. ,R,SS_FPB_MONO,0,80,120,550,450,28,28,0,ST,1,10,0.818,0,0,D,S,0,325.77,445.12,0.000,2,P,25,3,,0.707,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,9.00,100,0.225,175,,33.40,2.92,85.64,2.63,110.95,2.10,14.00,17.90,6.67,Flexural-bending (ductile),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
736,"Hansapinyo et al. (2021), A3-10",Singly reinforced. Acrylic rod used for compression hanger. Elliptical stirrup used. Stirrups insulated around tension reinforcement. ,R,SS_FPB_MONO,0,80,120,550,450,28,28,0,ST,1,10,0.818,0,0,D,S,0,261.53,370.24,0.000,2,P,25,3,,0.707,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,18.00,100,0.450,175,,33.60,2.94,86.15,2.63,111.61,2.00,10.31,17.90,5.16,Flexural-bending (ductile),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
737,"Hansapinyo et al. (2021), A3-11",Singly reinforced. Acrylic rod used for compression hanger. Elliptical stirrup used. Stirrups insulated around tension reinforcement. ,R,SS_FPB_MONO,0,80,120,550,450,28,28,0,ST,1,10,0.818,0,0,D,S,0,232.99,336.96,0.000,2,P,25,3,,0.707,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,22.00,100,0.550,175,,33.60,2.94,86.15,2.63,111.61,0.00,19.00,17.90,#DIV/0!,Flexural-bending (ductile),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
738,"Hansapinyo et al. (2021), A3-12",Singly reinforced. Acrylic rod used for compression hanger. Elliptical stirrup used. Stirrups insulated around tension reinforcement. ,R,SS_FPB_MONO,0,80,120,550,450,28,28,0,ST,1,10,0.818,0,0,D,S,0,218.71,320.32,0.000,2,P,25,3,,0.707,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,24.00,100,0.600,175,,28.80,2.52,73.85,2.63,95.67,2.10,14.00,17.90,6.67,Flexural-bending (ductile),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
739,"Hansapinyo et al. (2021), B-1",Control. Singly reinforced. Acrylic rod used for compression hanger.  Rectangular stirrup used. Stirrups insulated around tension reinforcement. ,R,SS_FPB_MONO,0,80,120,550,450,28,28,0,ST,1,10,0.818,0,0,D,S,0,390,520,0.000,2,P,25,3,280.0,0.707,OPC,0.7,0,Cylinder,30,C,Control,0,0.0,0.0,0,1,N/A,0.00,0,0.000,175,,34.60,3.03,101.17,2.63,114.93,2.00,33.00,17.90,16.50,Flexural-bending (ductile),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
740,"Hansapinyo et al. (2021), B-2",Control. Singly reinforced. Acrylic rod used for compression hanger.  Rectangular stirrup used. Stirrups insulated around tension reinforcement. ,R,SS_FPB_MONO,0,80,120,550,450,28,28,0,ST,1,10,0.818,0,0,D,S,0,390,520,0.000,2,P,25,3,280.0,0.707,OPC,0.7,0,Cylinder,30,C,Control,0,0.0,0.0,0,1,N/A,0.00,0,0.000,175,,33.80,2.96,98.83,2.63,112.27,2.00,25.00,17.90,12.50,Flexural-bending (ductile),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
741,"Hansapinyo et al. (2021), B-3",Singly reinforced. Acrylic rod used for compression hanger.  Rectangular stirrup used. Stirrups insulated around tension reinforcement. ,R,SS_FPB_MONO,0,80,120,550,450,28,28,0,ST,1,10,0.818,0,0,D,S,0,304.36,420.16,0.000,2,P,25,3,,0.707,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,12.00,100,0.300,175,,32.60,2.85,95.32,2.63,108.29,2.00,29.00,15.50,14.50,Flexural-bending (ductile),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
742,"Hansapinyo et al. (2021), B-4",Singly reinforced. Acrylic rod used for compression hanger.  Rectangular stirrup used. Stirrups insulated around tension reinforcement. ,R,SS_FPB_MONO,0,80,120,550,450,28,28,0,ST,1,10,0.818,0,0,D,S,0,318.63,436.80,0.000,2,P,25,3,,0.707,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,10.00,100,0.250,175,,33.00,2.89,96.49,2.63,109.62,2.00,29.00,16.50,14.50,Flexural-bending (ductile),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
743,"Hansapinyo et al. (2021), B-5",Singly reinforced. Acrylic rod used for compression hanger.  Rectangular stirrup used. Stirrups insulated around tension reinforcement. ,R,SS_FPB_MONO,0,80,120,550,450,28,28,0,ST,1,10,0.818,0,0,D,S,0,290.08,403.52,0.000,2,P,25,3,,0.707,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,14.00,100,0.350,175,,35.00,3.06,102.34,2.63,116.26,1.90,32.00,17.90,16.84,Flexural-bending (ductile),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
744,"Hansapinyo et al. (2021), B-6",Singly reinforced. Acrylic rod used for compression hanger.  Rectangular stirrup used. Stirrups insulated around tension reinforcement. ,R,SS_FPB_MONO,0,80,120,550,450,28,28,0,ST,1,10,0.818,0,0,D,S,0,332.90,453.44,0.000,2,P,25,3,,0.707,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,8.00,100,0.200,175,,33.80,2.96,98.83,2.63,112.27,2.10,22.00,17.90,10.48,Flexural-bending (ductile),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
745,"Hansapinyo et al. (2021), B-7",Singly reinforced. Acrylic rod used for compression hanger.  Rectangular stirrup used. Stirrups insulated around tension reinforcement. ,R,SS_FPB_MONO,0,80,120,550,450,28,28,0,ST,1,10,0.818,0,0,D,S,0,318.63,436.80,0.000,2,P,25,3,,0.707,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,10.00,100,0.250,175,,31.10,2.72,90.94,2.63,103.31,1.70,20.00,17.90,11.76,Flexural-bending (ductile),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
746,"Hansapinyo et al. (2021), B-8",Singly reinforced. Acrylic rod used for compression hanger.  Rectangular stirrup used. Stirrups insulated around tension reinforcement. ,R,SS_FPB_MONO,0,80,120,550,450,28,28,0,ST,1,10,0.818,0,0,D,S,0,304.36,420.16,0.000,2,P,25,3,,0.707,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,12.00,100,0.300,175,,31.40,2.75,91.81,2.63,104.30,1.90,20.00,17.90,10.53,Flexural-bending (ductile),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
747,"Hansapinyo et al. (2021), B-9",Singly reinforced. Acrylic rod used for compression hanger.  Rectangular stirrup used. Stirrups insulated around tension reinforcement. ,R,SS_FPB_MONO,0,80,120,550,450,28,28,0,ST,1,10,0.818,0,0,D,S,0,275.81,386.88,0.000,2,P,25,3,,0.707,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,16.00,100,0.400,175,,29.90,2.62,87.43,2.63,99.32,1.70,30.00,17.90,17.65,Flexural-bending (ductile),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
748,"Hansapinyo et al. (2021), B-10",Singly reinforced. Acrylic rod used for compression hanger.  Rectangular stirrup used. Stirrups insulated around tension reinforcement. ,R,SS_FPB_MONO,0,80,120,550,450,28,28,0,ST,1,10,0.818,0,0,D,S,0,247.26,353.60,0.000,2,P,25,3,,0.707,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,20.00,100,0.500,175,,28.50,2.49,83.33,2.63,94.67,1.80,20.00,17.90,11.11,Flexural-bending (ductile),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
749,"Hansapinyo et al. (2021), B-11",Singly reinforced. Acrylic rod used for compression hanger.  Rectangular stirrup used. Stirrups insulated around tension reinforcement. ,R,SS_FPB_MONO,0,80,120,550,450,28,28,0,ST,1,10,0.818,0,0,D,S,0,247.26,353.60,0.000,2,P,25,3,,0.707,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,20.00,100,0.500,175,,27.70,2.42,80.99,2.63,92.01,1.60,20.00,17.90,12.50,Flexural-bending (ductile),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
750,"Hansapinyo et al. (2021), B-12",Singly reinforced. Acrylic rod used for compression hanger.  Rectangular stirrup used. Stirrups insulated around tension reinforcement. ,R,SS_FPB_MONO,0,80,120,550,450,28,28,0,ST,1,10,0.818,0,0,D,S,0,218.71,320.32,0.000,2,P,25,3,,0.707,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,24.00,100,0.600,175,,26.00,2.28,76.02,2.63,86.36,1.50,23.00,17.90,15.33,Flexural-bending (ductile),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
751,"Hansapinyo et al. (2021), B-13",Singly reinforced. Acrylic rod used for compression hanger.  Rectangular stirrup used. Stirrups insulated around tension reinforcement. ,R,SS_FPB_MONO,0,80,120,550,450,28,28,0,ST,1,10,0.818,0,0,D,S,0,275.81,386.88,0.000,2,P,25,3,,0.707,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,16.00,100,0.400,175,,32.40,2.84,94.74,2.63,107.62,2.10,25.00,17.90,11.90,Flexural-bending (ductile),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
752,"Hansapinyo et al. (2021), B-14",Singly reinforced. Acrylic rod used for compression hanger.  Rectangular stirrup used. Stirrups insulated around tension reinforcement. ,R,SS_FPB_MONO,0,80,120,550,450,28,28,0,ST,1,10,0.818,0,0,D,S,0,261.53,370.24,0.000,2,P,25,3,,0.707,OPC,0.7,0,Cylinder,30,IC,External stainless steel plate,300,,,3,1,N/A,18.00,100,0.450,175,,28.80,2.52,84.21,2.63,95.67,1.90,27.00,17.90,14.21,Flexural-bending (ductile),No coarse aggregate used. Only average 28-day compressive strength of cylinders reported. Corrosion current density and duration not reported.,,,,,,,,,,,,,,,,,,,,
753,"Nasser et al. (2021), 0R1",Control. Singly reinforced beam. No shear reinforcement.,R,SS_TPB_MONO,0,150,200,1800,1600,37,37,0,ST,1,14,0.513,0,0,D,S,0,584,626,0.000,0,N/A,0,0,0.0,0.000,OPC,0.46,14,Cube,46,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,800,37.11,40.00,16.00,102.66,13.96,114.57,6.47,,5.74,,Flexural-bending (ductile),Only manufacturer characteristic steel grades provided. Ultimate displacements not reported.,,,,,,,,,,,,,,,,,,,,
754,"Nasser et al. (2021), 0R2",Control. Singly reinforced beam. No shear reinforcement.,R,SS_TPB_MONO,0,150,200,1800,1600,37,37,0,ST,1,14,0.513,0,0,D,S,0,584,626,0.000,0,N/A,0,0,0.0,0.000,OPC,0.46,14,Cube,51,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,800,37.85,38.70,15.48,99.32,14.03,110.32,6.02,,6.29,,Flexural-bending (ductile),Only manufacturer characteristic steel grades provided. Ultimate displacements not reported.,,,,,,,,,,,,,,,,,,,,
755,"Nasser et al. (2021), 0R3",Control. Singly reinforced beam. No shear reinforcement.,R,SS_TPB_MONO,0,150,200,1800,1600,37,37,0,ST,1,14,0.513,0,0,D,S,0,584,626,0.000,0,N/A,0,0,0.0,0.000,OPC,0.46,14,Cube,51,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,800,37.90,38.19,15.28,98.02,14.03,108.86,6.77,,5.60,,Flexural-bending (ductile),Only manufacturer characteristic steel grades provided. Ultimate displacements not reported.,,,,,,,,,,,,,,,,,,,,
756,"Nasser et al. (2021), 5R1",Singly reinforced beam. No shear reinforcement.,R,SS_TPB_MONO,0,150,200,1800,1600,37,37,0,ST,1,14,0.513,0,0,D,S,0,487.82,535.86,0.000,0,N/A,0,0,0.0,0.000,OPC,0.46,14,Cube,53,IC,External stainless steel plate,1500,100.0,55.0,5,1,N/A,9.00,200,0.315,800,29.07,35.18,14.07,90.29,14.06,100.12,4.50,,6.46,,Flexural-bending (ductile),Only manufacturer characteristic steel grades provided. Ultimate displacements not reported. NaCl included in concrete admixture by weight. Only bottom surface exposed to chloride diffusion - specimen not immersed.,,,,,,,,,,,,,,,,,,,,
757,"Nasser et al. (2021), 5R2",Singly reinforced beam. No shear reinforcement.,R,SS_TPB_MONO,0,150,200,1800,1600,37,37,0,ST,1,14,0.513,0,0,D,S,0,483.86,532.15,0.000,0,N/A,0,0,0.0,0.000,OPC,0.46,14,Cube,53,IC,External stainless steel plate,1500,100.0,55.0,5,1,N/A,9.37,200,0.328,800,34.80,37.05,14.82,95.09,14.06,105.44,6.60,,5.27,,Flexural-bending (ductile),Only manufacturer characteristic steel grades provided. Ultimate displacements not reported. NaCl included in concrete admixture by weight. Only bottom surface exposed to chloride diffusion - specimen not immersed.,,,,,,,,,,,,,,,,,,,,
758,"Nasser et al. (2021), 10R1",Singly reinforced beam. No shear reinforcement.,R,SS_TPB_MONO,0,150,200,1800,1600,37,37,0,ST,1,14,0.513,0,0,D,S,0,379.02,433.89,0.000,0,N/A,0,0,0.0,0.000,OPC,0.46,14,Cube,61,IC,External stainless steel plate,1500,100.0,140.0,5,1,N/A,19.18,200,0.671,800,28.95,31.21,12.48,80.10,14.13,88.33,5.48,,5.28,,Flexural-bending (ductile),Only manufacturer characteristic steel grades provided. Ultimate displacements not reported. NaCl included in concrete admixture by weight. Only bottom surface exposed to chloride diffusion - specimen not immersed.,,,,,,,,,,,,,,,,,,,,
759,"Nasser et al. (2021), 10R2",Singly reinforced beam. No shear reinforcement.,R,SS_TPB_MONO,0,150,200,1800,1600,37,37,0,ST,1,14,0.513,0,0,D,S,0,369.40,424.88,0.000,0,N/A,0,0,0.0,0.000,OPC,0.46,14,Cube,61,IC,External stainless steel plate,1500,100.0,140.0,5,1,N/A,20.08,200,0.703,800,21.30,29.97,11.99,76.92,14.13,84.82,3.38,,6.30,,Flexural-bending (ductile),Only manufacturer characteristic steel grades provided. Ultimate displacements not reported. NaCl included in concrete admixture by weight. Only bottom surface exposed to chloride diffusion - specimen not immersed.,,,,,,,,,,,,,,,,,,,,
760,"Nasser et al. (2021), 15R1",Singly reinforced beam. No shear reinforcement.,R,SS_TPB_MONO,0,150,200,1800,1600,37,37,0,ST,1,14,0.513,0,0,D,S,0,322.38,380.81,0.000,0,N/A,0,0,0.0,0.000,OPC,0.46,14,Cube,57.5,IC,External stainless steel plate,1500,100.0,180.0,5,1,N/A,24.48,200,0.857,800,27.55,28.67,11.47,73.58,14.10,81.32,4.77,,5.78,,Flexural-bending (ductile),Only manufacturer characteristic steel grades provided. Ultimate displacements not reported. NaCl included in concrete admixture by weight. Only bottom surface exposed to chloride diffusion - specimen not immersed.,,,,,,,,,,,,,,,,,,,,
761,"Nasser et al. (2021), 15R2",Singly reinforced beam. No shear reinforcement.,R,SS_TPB_MONO,0,150,200,1800,1600,37,37,0,ST,1,14,0.513,0,0,D,S,0,394.41,448.32,0.000,0,N/A,0,0,0.0,0.000,OPC,0.46,14,Cube,57.5,IC,External stainless steel plate,1500,100.0,180.0,5,1,N/A,17.74,200,0.621,800,28.05,30.42,12.17,78.07,14.10,86.28,5.10,,5.50,,Flexural-bending (ductile),Only manufacturer characteristic steel grades provided. Ultimate displacements not reported. NaCl included in concrete admixture by weight. Only bottom surface exposed to chloride diffusion - specimen not immersed.,,,,,,,,,,,,,,,,,,,,
762,"Nasser et al. (2021), 0S1",Control. Singly reinforced beam. No shear reinforcement.,R,SS_TPB_MONO,0,150,200,1800,1600,37,37,0,ST,1,14,0.513,0,0,P,S,0,220.00,330.00,0.000,0,N/A,0,0,0.0,0.000,OPC,0.46,14,Cube,54,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,800,25.15,25.15,10.06,102.55,5.44,185.03,3.31,,7.60,,Flexural-bending (ductile),Only manufacturer characteristic steel grades provided. Ultimate displacements not reported.,,,,,,,,,,,,,,,,,,,,
763,"Nasser et al. (2021), 0S2",Control. Singly reinforced beam. No shear reinforcement.,R,SS_TPB_MONO,0,150,200,1800,1600,37,37,0,ST,1,14,0.513,0,0,P,S,0,220.00,330.00,0.000,0,N/A,0,0,0.0,0.000,OPC,0.46,14,Cube,54,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,800,23.90,23.90,9.56,97.45,5.44,175.83,5.60,,4.27,,Flexural-bending (ductile),Only manufacturer characteristic steel grades provided. Ultimate displacements not reported.,,,,,,,,,,,,,,,,,,,,
764,"Nasser et al. (2021), 5S1",Singly reinforced beam. No shear reinforcement.,R,SS_TPB_MONO,0,150,200,1800,1600,37,37,0,ST,1,14,0.513,0,0,P,S,0,168.63,262.63,0.000,0,N/A,0,0,0.0,0.000,OPC,0.46,14,Cube,59,IC,External stainless steel plate,1500,100.0,55.0,5,1,N/A,12.76,200,0.447,800,19.44,20.17,8.07,82.24,5.44,148.20,4.14,,4.70,,Flexural-bending (ductile),Only manufacturer characteristic steel grades provided. Ultimate displacements not reported. NaCl included in concrete admixture by weight. Only bottom surface exposed to chloride diffusion - specimen not immersed.,,,,,,,,,,,,,,,,,,,,
765,"Nasser et al. (2021), 5S2",Singly reinforced beam. No shear reinforcement.,R,SS_TPB_MONO,0,150,200,1800,1600,37,37,0,ST,1,14,0.513,0,0,P,S,0,176.92,273.50,0.000,0,N/A,0,0,0.0,0.000,OPC,0.46,14,Cube,59,IC,External stainless steel plate,1500,100.0,55.0,5,1,N/A,10.70,200,0.375,800,20.00,20.20,8.08,82.36,5.44,148.42,3.12,,6.41,,Flexural-bending (ductile),Only manufacturer characteristic steel grades provided. Ultimate displacements not reported. NaCl included in concrete admixture by weight. Only bottom surface exposed to chloride diffusion - specimen not immersed.,,,,,,,,,,,,,,,,,,,,
766,"Nasser et al. (2021), 10S1",Singly reinforced beam. No shear reinforcement.,R,SS_TPB_MONO,0,150,200,1800,1600,37,37,0,ST,1,14,0.513,0,0,P,S,0,151.56,240.24,0.000,0,N/A,0,0,0.0,0.000,OPC,0.46,14,Cube,54.5,IC,External stainless steel plate,1500,100.0,120.0,5,1,N/A,17.00,200,0.595,800,21.65,21.65,8.66,88.28,5.44,159.26,2.62,,8.26,,Flexural-bending (ductile),Only manufacturer characteristic steel grades provided. Ultimate displacements not reported. NaCl included in concrete admixture by weight. Only bottom surface exposed to chloride diffusion - specimen not immersed.,,,,,,,,,,,,,,,,,,,,
767,"Nasser et al. (2021), 10S2",Singly reinforced beam. No shear reinforcement.,R,SS_TPB_MONO,0,150,200,1800,1600,37,37,0,ST,1,14,0.513,0,0,P,S,0,148.58,236.33,0.000,0,N/A,0,0,0.0,0.000,OPC,0.46,14,Cube,54.5,IC,External stainless steel plate,1500,100.0,120.0,5,1,N/A,17.74,200,0.621,800,18.18,18.35,7.34,74.82,5.44,134.98,2.90,,6.27,,Flexural-bending (ductile),Only manufacturer characteristic steel grades provided. Ultimate displacements not reported. NaCl included in concrete admixture by weight. Only bottom surface exposed to chloride diffusion - specimen not immersed.,,,,,,,,,,,,,,,,,,,,
768,"Nasser et al. (2021), 15S1",Singly reinforced beam. No shear reinforcement.,R,SS_TPB_MONO,0,150,200,1800,1600,37,37,0,ST,1,14,0.513,0,0,P,S,0,117.94,196.15,0.000,0,N/A,0,0,0.0,0.000,OPC,0.46,14,Cube,51.5,IC,External stainless steel plate,1500,100.0,175.0,5,1,N/A,25.35,200,0.887,800,17.45,18.79,7.52,76.62,5.43,138.34,2.27,,7.69,,Flexural-bending (ductile),Only manufacturer characteristic steel grades provided. Ultimate displacements not reported. NaCl included in concrete admixture by weight. Only bottom surface exposed to chloride diffusion - specimen not immersed.,,,,,,,,,,,,,,,,,,,,
769,"Nasser et al. (2021), 15S2",Singly reinforced beam. No shear reinforcement.,R,SS_TPB_MONO,0,150,200,1800,1600,37,37,0,ST,1,14,0.513,0,0,P,S,0,124.70,191.51,0.000,0,N/A,0,0,0.0,0.000,OPC,0.46,14,Cube,51.5,IC,External stainless steel plate,1500,100.0,175.0,5,1,N/A,29.44,200,1.030,800,18.79,19.44,7.78,79.27,5.43,143.13,2.39,,7.86,,Flexural-bending (ductile),Only manufacturer characteristic steel grades provided. Ultimate displacements not reported. NaCl included in concrete admixture by weight. Only bottom surface exposed to chloride diffusion - specimen not immersed.,,,,,,,,,,,,,,,,,,,,
770,"Huang et al. (2022), EB-1",Roof truss beam from 50 year old industrial building. No information on sustained service load (% ultimate) reported - assumed 30 %. No control specimen provided.,R,SS_FPB_MONO_SUST,30,240,500,6100,6000,40,40,32.5,T_C,2,25,0.818,2,10,D,S,0,299.98,474.5,0.131,2,P,150,8,,0.279,OPC,0.58,,Cylinder,24.2,N,N/A,6100,,18262.0,3.5,500,1:1,,250,0.000,1700,129.75,150.60,128.01,,141.60,90.40,10.86,42.90,11.95,3.95,Flexural-bending (ductile),No corrosion loss information provided - data not usable. No control specimen tested for reduction comparison.,,,,,,,,,,,,,,,,,,,,
771,"Huang et al. (2022), EB-2",Roof truss beam from 50 year old industrial building. No information on sustained service load (% ultimate) reported - assumed 30 %. No control specimen provided.,R,SS_FPB_MONO_SUST,30,240,500,6100,6000,40,40,32.5,T_C,2,25,0.818,2,10,D,S,0,281.15,451.91,0.131,2,P,150,8,,0.279,OPC,0.61,,Cylinder,20.7,N,N/A,6100,,18262.0,3.5,500,1:1,,250,0.000,1700,130.35,140.50,119.43,,141.60,84.34,13.25,41.25,9.84,3.11,Flexural-bending (ductile),No corrosion loss information provided - data not usable. No control specimen tested for reduction comparison.,,,,,,,,,,,,,,,,,,,,
772,"Huang et al. (2022), EB-3",Roof truss beam from 50 year old industrial building. No information on sustained service load (% ultimate) reported - assumed 30 %. No control specimen provided.,R,SS_FPB_MONO_SUST,30,240,500,6100,6000,40,40,32.5,T_C,2,25,0.818,2,10,D,S,0,300.79,501.04,0.131,2,P,150,8,,0.279,OPC,0.59,,Cylinder,22.7,N,N/A,6100,,18262.0,3.5,500,1:1,,250,0.000,1700,130.65,150.30,127.76,,141.60,90.22,11.95,42.40,10.93,3.55,Flexural-bending (ductile),No corrosion loss information provided - data not usable. No control specimen tested for reduction comparison.,,,,,,,,,,,,,,,,,,,,
773,"Huang et al. (2022), EB-4",Roof truss beam from 50 year old industrial building. No information on sustained service load (% ultimate) reported - assumed 30 %. No control specimen provided.,R,SS_FPB_MONO_SUST,30,240,500,6100,6000,40,40,32.5,T_C,2,25,0.818,2,10,D,S,0,261.32,431.49,0.131,2,P,150,8,,0.279,OPC,0.62,,Cylinder,20.1,N,N/A,6100,,18262.0,3.5,500,1:1,,250,0.000,1700,130.70,150.60,128.01,,141.60,90.40,11.20,54.15,11.67,4.83,Flexural-bending (ductile),No corrosion loss information provided - data not usable. No control specimen tested for reduction comparison.,,,,,,,,,,,,,,,,,,,,
774,"Huang et al. (2022), EB-5",Roof truss beam from 50 year old industrial building. No information on sustained service load (% ultimate) reported - assumed 30 %. No control specimen provided.,R,SS_FPB_MONO_SUST,30,240,500,6100,6000,40,40,32.5,T_C,2,25,0.818,2,10,D,S,0,289.66,468.44,0.131,2,P,150,8,,0.279,OPC,0.58,,Cylinder,23.7,N,N/A,6100,,18262.0,3.5,500,1:1,,250,0.000,1700,140.20,150.30,127.76,,141.60,90.22,13.90,33.25,10.09,2.39,Flexural-bending (ductile),No corrosion loss information provided - data not usable. No control specimen tested for reduction comparison.,,,,,,,,,,,,,,,,,,,,
775,"Huang et al. (2022), EB-6",Roof truss beam from 50 year old industrial building. No information on sustained service load (% ultimate) reported - assumed 30 %. No control specimen provided.,R,SS_FPB_MONO_SUST,30,240,500,6100,6000,40,40,32.5,T_C,2,25,0.818,2,10,D,S,0,300.79,493.74,0.131,2,P,150,8,,0.279,OPC,0.63,,Cylinder,19.7,N,N/A,6100,,18262.0,3.5,500,1:1,,250,0.000,1700,120.00,150.60,128.01,,141.60,90.40,12.60,47.80,9.52,3.79,Flexural-bending (ductile),No corrosion loss information provided - data not usable. No control specimen tested for reduction comparison.,,,,,,,,,,,,,,,,,,,,
776,"Nasser et al. (2022), B0-1",Control.,R,SS_FPB_MONO,0,150,200,1800,1600,35,35,34,T_C,2,14,1.026,2,12,D,S,0,584,626,0.754,2,P,100,8,,0.670,OPC,0.46,14,Cube,67.4,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,500,129.70,131.20,32.80,99.51,27.69,118.45,5.40,9.20,24.01,1.70,Flexural-bending (ductile),Compressive strength at day of testing not reported.,,,,,,,,,,,,,,,,,,,,
777,"Nasser et al. (2022), B0-2",Control.,R,SS_FPB_MONO,0,150,200,1800,1600,35,35,34,T_C,2,14,1.026,2,12,D,S,0,584,626,0.754,2,P,100,8,,0.670,OPC,0.46,14,Cube,67.4,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,500,129.30,132.50,33.13,100.49,27.69,119.62,7.92,16.90,16.33,2.13,Flexural-bending (ductile),Compressive strength at day of testing not reported.,,,,,,,,,,,,,,,,,,,,
778,"Nasser et al. (2022), B5-1",,R,SS_FPB_MONO,0,150,200,1800,1600,35,35,34,T_C,2,14,1.026,2,12,D,S,0,489.95,537.86,0.754,2,P,100,8,,0.670,OPC,0.46,14,Cube,67.4,IC,External stainless steel plate,1400,100.0,,5,1,N/A,8.80,200,0.308,500,118.00,121.60,30.40,92.23,27.69,109.78,7.25,18.80,16.28,2.59,Flexural-bending (ductile),Ultimate displacement not reported. Compressive strength at day of testing not reported.,,,,,,,,,,,,,,,,,,,,
779,"Nasser et al. (2022), B5-2",,R,SS_FPB_MONO,0,150,200,1800,1600,35,35,34,T_C,2,14,1.026,2,12,D,S,0,489.95,537.86,0.754,2,P,100,8,,0.670,OPC,0.46,14,Cube,67.4,IC,External stainless steel plate,1400,100.0,,5,1,N/A,8.80,200,0.308,500,118.90,122.10,30.53,92.61,27.69,110.23,7.45,20.00,15.96,2.68,Flexural-bending (ductile),Ultimate displacement not reported. Compressive strength at day of testing not reported.,,,,,,,,,,,,,,,,,,,,
780,"Nasser et al. (2022), B10-1",,R,SS_FPB_MONO,0,150,200,1800,1600,35,35,34,T_C,2,14,1.026,2,12,D,S,0,449.34,499.80,0.754,2,P,100,8,,0.670,OPC,0.46,14,Cube,67.4,IC,External stainless steel plate,1400,100.0,,5,1,N/A,12.60,200,0.441,500,120.40,124.00,31.00,94.05,27.69,111.95,7.05,16.80,17.08,2.38,Flexural-bending (ductile),Ultimate displacement not reported. Compressive strength at day of testing not reported.,,,,,,,,,,,,,,,,,,,,
781,"Nasser et al. (2022), B10-2",,R,SS_FPB_MONO,0,150,200,1800,1600,35,35,34,T_C,2,14,1.026,2,12,D,S,0,405.52,458.73,0.754,2,P,100,8,,0.670,OPC,0.46,14,Cube,67.4,IC,External stainless steel plate,1400,100.0,,5,1,N/A,16.70,200,0.585,500,110.40,119.30,29.83,90.48,27.69,107.70,6.55,17.00,16.85,2.60,Flexural-bending (ductile),Ultimate displacement not reported. Compressive strength at day of testing not reported.,,,,,,,,,,,,,,,,,,,,
782,"Nasser et al. (2022), B15-1",,R,SS_FPB_MONO,0,150,200,1800,1600,35,35,34,T_C,2,14,1.026,2,12,D,S,0,378.27,433.19,0.754,2,P,100,8,,0.670,OPC,0.46,14,Cube,67.4,IC,External stainless steel plate,1400,100.0,,5,1,N/A,19.25,200,0.674,500,107.90,115.70,28.93,87.75,27.69,104.45,6.95,16.00,15.53,2.30,Flexural-bending (ductile),Ultimate displacement not reported. Compressive strength at day of testing not reported.,,,,,,,,,,,,,,,,,,,,
783,"Nasser et al. (2022), B15-2",,R,SS_FPB_MONO,0,150,200,1800,1600,35,35,34,T_C,2,14,1.026,2,12,D,S,0,264.99,327.02,0.754,2,P,100,8,,0.670,OPC,0.46,14,Cube,67.4,IC,External stainless steel plate,1400,100.0,,5,1,N/A,29.85,200,1.045,500,75.00,90.00,22.50,68.26,27.69,81.25,4.35,16.70,17.24,3.84,Flexural-bending (ductile),Ultimate displacement not reported. Compressive strength at day of testing not reported.,,,,,,,,,,,,,,,,,,,,
784,"Tran et al. (2022), C-1","Control. Single tension layer, no stirrups.",S,SS_FPB_MONO,0,100,100,500,400,20,20,0,ST,2,10,1.571,0,0,P,S,0,240,,0.000,0,N/A,0,0,0.0,0.000,OPC,0.44,,Cylinder,38.6,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,100,,56.00,2.80,100.61,2.80,100.02,,,,,Flexural-bending (ductile),Only average 28-day compressive strength reported. No force-displacement curves or displacement data provided.,,,,,,,,,,,,,,,,,,,,
785,"Tran et al. (2022), C-2","Control. Single tension layer, no stirrups.",S,SS_FPB_MONO,0,100,100,500,400,20,20,0,ST,2,10,1.571,0,0,P,S,0,240,,0.000,0,N/A,0,0,0.0,0.000,OPC,0.44,,Cylinder,38.6,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,100,,55.32,2.77,99.39,2.80,98.81,,,,,Flexural-bending (ductile),Only average 28-day compressive strength reported. No force-displacement curves or displacement data provided.,,,,,,,,,,,,,,,,,,,,
786,"Tran et al. (2022), SP0.0-A","Single tension layer, no stirrups.",S,SS_FPB_MONO,0,100,100,500,400,20,20,0,ST,2,10,1.571,0,0,P,S,0,128.88,,0.000,0,N/A,0,0,0.0,0.000,OPC,0.44,,Cylinder,38.6,IC,External copper plate,500,300.0,30.0,3,100,N/A,25.30,500,0.633,100,,39.92,2.00,71.72,2.80,71.30,,,,,Flexural-bending (ductile),Only average 28-day compressive strength reported. No force-displacement curves or displacement data provided.,,,,,,,,,,,,,,,,,,,,
787,"Tran et al. (2022), SP0.0-B","Single tension layer, no stirrups.",S,SS_FPB_MONO,0,100,100,500,400,20,20,0,ST,2,10,1.571,0,0,P,S,0,129.32,,0.000,0,N/A,0,0,0.0,0.000,OPC,0.44,,Cylinder,38.6,IC,External copper plate,500,300.0,30.0,3,100,N/A,25.20,500,0.630,100,,44.20,2.21,79.41,2.80,78.95,,,,,Flexural-bending (ductile),Only average 28-day compressive strength reported. No force-displacement curves or displacement data provided.,,,,,,,,,,,,,,,,,,,,
788,"Tran et al. (2022), SP0.2-A","Single tension layer, no stirrups.",S,SS_FPB_MONO_SUST,20,100,100,500,400,20,20,0,ST,2,10,1.571,0,0,P,S,0,127.13,,0.000,0,N/A,0,0,0.0,0.000,OPC,0.44,,Cylinder,38.6,IC,External copper plate,500,300.0,30.0,3,100,N/A,25.70,500,0.643,100,,40.40,2.02,72.58,2.80,72.16,,,,,Flexural-bending (ductile),Only average 28-day compressive strength reported. No force-displacement curves or displacement data provided.,,,,,,,,,,,,,,,,,,,,
789,"Tran et al. (2022), SP0.2-B","Single tension layer, no stirrups.",S,SS_FPB_MONO_SUST,20,100,100,500,400,20,20,0,ST,2,10,1.571,0,0,P,S,0,127.56,,0.000,0,N/A,0,0,0.0,0.000,OPC,0.44,,Cylinder,38.6,IC,External copper plate,500,300.0,30.0,3,100,N/A,25.60,500,0.640,100,,37.90,1.90,68.09,2.80,67.69,,,,,Flexural-bending (ductile),Only average 28-day compressive strength reported. No force-displacement curves or displacement data provided.,,,,,,,,,,,,,,,,,,,,
790,"Tran et al. (2022), SP0.4-A","Single tension layer, no stirrups.",S,SS_FPB_MONO_SUST,40,100,100,500,400,20,20,0,ST,2,10,1.571,0,0,P,S,0,128.00,,0.000,0,N/A,0,0,0.0,0.000,OPC,0.44,,Cylinder,38.6,IC,External copper plate,500,300.0,30.0,3,100,N/A,25.50,500,0.638,100,,34.80,1.74,62.52,2.80,62.16,,,,,Flexural-bending (ductile),Only average 28-day compressive strength reported. No force-displacement curves or displacement data provided.,,,,,,,,,,,,,,,,,,,,
791,"Tran et al. (2022), SP0.4-B","Single tension layer, no stirrups.",S,SS_FPB_MONO_SUST,40,100,100,500,400,20,20,0,ST,2,10,1.571,0,0,P,S,0,123.17,,0.000,0,N/A,0,0,0.0,0.000,OPC,0.44,,Cylinder,38.6,IC,External copper plate,500,300.0,30.0,3,100,N/A,26.60,500,0.665,100,,33.76,1.69,60.65,2.80,60.30,,,,,Flexural-bending (ductile),Only average 28-day compressive strength reported. No force-displacement curves or displacement data provided.,,,,,,,,,,,,,,,,,,,,
792,"Tran et al. (2022), SP0.6-A","Single tension layer, no stirrups.",S,SS_FPB_MONO_SUST,60,100,100,500,400,20,20,0,ST,2,10,1.571,0,0,P,S,0,120.10,,0.000,0,N/A,0,0,0.0,0.000,OPC,0.44,,Cylinder,38.6,IC,External copper plate,500,300.0,30.0,3,100,N/A,27.30,500,0.683,100,,25.80,1.29,46.35,2.80,46.08,,,,,Flexural-bending (ductile),Only average 28-day compressive strength reported. No force-displacement curves or displacement data provided.,,,,,,,,,,,,,,,,,,,,
793,"Tran et al. (2022), SP0.6-B","Single tension layer, no stirrups.",S,SS_FPB_MONO_SUST,60,100,100,500,400,20,20,0,ST,2,10,1.571,0,0,P,S,0,137.56,,0.000,0,N/A,0,0,0.0,0.000,OPC,0.44,,Cylinder,38.6,IC,External copper plate,500,300.0,30.0,3,100,N/A,28.70,500,0.718,100,,32.40,1.62,58.21,2.80,57.87,,,,,Flexural-bending (ductile),Only average 28-day compressive strength reported. No force-displacement curves or displacement data provided.,,,,,,,,,,,,,,,,,,,,
794,"Tran et al. (2022), SP0.8-A","Single tension layer, no stirrups.",S,SS_FPB_MONO_SUST,80,100,100,500,400,20,20,0,ST,2,10,1.571,0,0,P,S,0,132.82,,0.000,0,N/A,0,0,0.0,0.000,OPC,0.44,,Cylinder,38.6,IC,External copper plate,500,300.0,30.0,3,100,N/A,31.00,500,0.775,100,,31.20,1.56,56.05,2.80,55.73,,,,,Flexural-bending (ductile),Only average 28-day compressive strength reported. No force-displacement curves or displacement data provided.,,,,,,,,,,,,,,,,,,,,
795,"Tran et al. (2022), SP0.8-B","Single tension layer, no stirrups.",S,SS_FPB_MONO_SUST,80,100,100,500,400,20,20,0,ST,2,10,1.571,0,0,P,S,0,135.71,,0.000,0,N/A,0,0,0.0,0.000,OPC,0.44,,Cylinder,38.6,IC,External copper plate,500,300.0,30.0,3,100,N/A,29.60,500,0.740,100,,25.40,1.27,45.63,2.80,45.37,,,,,Flexural-bending (ductile),Only average 28-day compressive strength reported. No force-displacement curves or displacement data provided.,,,,,,,,,,,,,,,,,,,,
796,"Van Nguyen et al. (2022), B1.1",Control. ,R,SS_FPB_MONO,0,150,200,2100,1800,34,34,32,T_C,2,12,0.754,2,8,D,S,0,507,627.7,0.335,2,P,150,8,271.9,0.447,OPC,0.55,,Cylinder,33.2,C,Control,0,0.0,0.0,0,0,N/A,0.00,0,0.000,600,55.43,67.51,20.25,100.00,17.47,115.90,8.45,32.45,6.56,3.84,Flexural-bending (ductile),,,,,,,,,,,,,,,,,,,,,
797,"Van Nguyen et al. (2022), B1.2",Only tensile reinforcement corroded.,R,SS_FPB_MONO,0,150,200,2100,1800,34,34,32,T_C,2,12,0.754,2,8,D,S,0,469.70,587.33,0.335,2,P,150,8,271.9,0.447,OPC,0.55,,Cylinder,33.2,IC,External stainless steel plate,2100,1000.0,,3.5,100,N/A,4.02,100,0.121,600,50.28,59.21,17.76,87.71,17.47,101.65,8.37,28.03,6.01,3.35,Flexural-bending (ductile),Cathode not reported - assumed to be external stainless steel plate. Corrosion loss presented in terms of volume loss. ,,,,,,,,,,,,,,,,,,,,
798,"Van Nguyen et al. (2022), B1.3",Only tensile reinforcement corroded.,R,SS_FPB_MONO,0,150,200,2100,1800,34,34,32,T_C,2,12,0.754,2,8,D,S,0,456.53,573.06,0.335,2,P,150,8,271.9,0.447,OPC,0.55,,Cylinder,37.0,IC,External stainless steel plate,2100,1000.0,,3.5,100,N/A,5.44,100,0.163,600,43.19,55.41,16.62,82.08,17.65,94.17,7.46,31.20,5.79,4.18,Flexural-bending (ductile),Cathode not reported - assumed to be external stainless steel plate. Corrosion loss presented in terms of volume loss. ,,,,,,,,,,,,,,,,,,,,
799,"Van Nguyen et al. (2022), B1.4",Only tensile reinforcement corroded.,R,SS_FPB_MONO,0,150,200,2100,1800,34,34,32,T_C,2,12,0.754,2,8,D,S,0,427.77,541.93,0.335,2,P,150,8,271.9,0.447,OPC,0.55,,Cylinder,37.0,IC,External stainless steel plate,2100,1000.0,,3.5,100,N/A,8.54,100,0.256,600,41.72,52.18,15.65,77.29,17.65,88.68,7.28,25.99,5.73,3.57,Flexural-bending (ductile),Cathode not reported - assumed to be external stainless steel plate. Corrosion loss presented in terms of volume loss. ,,,,,,,,,,,,,,,,,,,,
800,"Van Nguyen et al. (2022), B1.5",Tensile and compression reinforcement corroded - stirrups protected.,R,SS_FPB_MONO,0,150,200,2100,1800,34,34,32,T_C,2,12,0.754,2,8,D,S,0,480.09,598.57,0.335,2,P,150,8,271.9,0.447,OPC,0.55,,Cylinder,39.4,IC,External stainless steel plate,2100,1000.0,,3.5,100,N/A,2.90,100,0.087,600,42.63,49.18,14.75,72.85,17.75,83.11,7.80,19.07,5.47,2.44,Flexural-bending (ductile),Cathode not reported - assumed to be external stainless steel plate. Corrosion loss presented in terms of volume loss. ,,,,,,,,,,,,,,,,,,,,
801,"Van Nguyen et al. (2022), B1.6",Tensile and compression reinforcement corroded - stirrups protected.,R,SS_FPB_MONO,0,150,200,2100,1800,34,34,32,T_C,2,12,0.754,2,8,D,S,0,463.39,580.50,0.335,2,P,150,8,271.9,0.447,OPC,0.55,,Cylinder,39.2,IC,External stainless steel plate,2100,1000.0,,3.5,100,N/A,4.70,100,0.141,600,35.64,43.46,13.04,64.38,17.74,73.48,6.30,21.98,5.66,3.49,Flexural-bending (ductile),Cathode not reported - assumed to be external stainless steel plate. Corrosion loss presented in terms of volume loss. ,,,,,,,,,,,,,,,,,,,,
802,"Van Nguyen et al. (2022), B1.7",Tensile and compression reinforcement corroded - stirrups protected.,R,SS_FPB_MONO,0,150,200,2100,1800,34,34,32,T_C,2,12,0.754,2,8,D,S,0,426.28,540.32,0.335,2,P,150,8,271.9,0.447,OPC,0.55,,Cylinder,39.2,IC,External stainless steel plate,2100,1000.0,,3.5,100,N/A,8.70,100,0.261,600,40.52,46.28,13.88,68.55,17.74,78.24,8.34,27.95,4.86,3.35,Flexural-bending (ductile),Cathode not reported - assumed to be external stainless steel plate. Corrosion loss presented in terms of volume loss. ,,,,,,,,,,,,,,,,,,,,
803,"Van Nguyen et al. (2022), B1.8",All reinforcement corroded.,R,SS_FPB_MONO,0,150,200,2100,1800,34,34,32,T_C,2,12,0.754,2,8,D,S,0,487.70,606.81,0.335,2,P,150,8,265.4,0.447,OPC,0.55,,Cylinder,34.0,IC,External stainless steel plate,2100,1000.0,,3.5,100,N/A,2.08,100,0.062,600,44.76,53.95,16.19,79.91,17.51,92.41,6.87,30.59,6.52,4.45,Flexural-bending (ductile),Cathode not reported - assumed to be external stainless steel plate. Corrosion loss presented in terms of volume loss. ,,,,,,,,,,,,,,,,,,,,
804,"Van Nguyen et al. (2022), B1.9",All reinforcement corroded.,R,SS_FPB_MONO,0,150,200,2100,1800,34,34,32,T_C,2,12,0.754,2,8,D,S,0,470.82,588.53,0.335,2,P,150,8,253.9,0.447,OPC,0.55,,Cylinder,38.1,IC,External stainless steel plate,2100,1000.0,,3.5,100,N/A,3.90,100,0.117,600,40.36,52.46,15.74,77.71,17.70,88.92,7.20,35.35,5.61,4.91,Flexural-bending (ductile),Cathode not reported - assumed to be external stainless steel plate. Corrosion loss presented in terms of volume loss. ,,,,,,,,,,,,,,,,,,,,
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