Scaling of RC Chimney for the Experimental Investigation under Lateral Load
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- 1. Department of Civil Engineering, SVNIT, Surat (Gujrat), India
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- 1. Department of Civil Engineering, SVNIT, Surat (Gujrat), India.
Description
Abstract: Reinforced concrete chimneys are tall industrial structures specially used in power plants to expel waste gases at high enough elevation. Based on the study of various literature available for the subject, various geometrical, material, and loading parameters to be followed to prepare the test specimens are presented in this paper so that the test specimen represents the behaviour of the actual RC chimney. The special construction process required to be followed is described in this paper along with the various analytical checks to be performed before the actual application of lateral loads on test specimens. Different design standards give different design recommendations mainly in terms of the stress-strain curve of concrete and steel. So, various experimental tests performed by applying the lateral load on specially designed and casted test specimens which represents the actual chimney in the field helps the researchers to compare the various design standards and helps the industry to opt for the same.
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References
- 1. Indian standard code of practice for design of reinforced concrete chimneys: design criteria (third revision), IS: 4998 – 2015. Bureau of Indian Standards, New Delhi. 2. Indian standard code of practice for plain and reinforced concrete for general building construction, IS: 456 – 2000. Bureau of Indian Standards, New Delhi. 3. Indian standard code of practice for design of reinforced concrete chimneys: part 1: design criteria (first revision), IS: 4998 – 1975. Bureau of Indian Standards, New Delhi. 4. Model code for concrete chimneys – part A: the shell, (third edition), CICIND 2011, International Committee for Industrial Construction, Germany. 5. Code requirements for reinforced concrete chimneys (ACI 307-08) and commentary, ACI 307 – 08, American Concrete Institute, Michigan. 6. Model code for concrete chimneys – part A: the shell, CICIND 1984, Comite International Des Chimness Industrielle, Zurich. 7. Building code requirements for reinforced concrete, ACI 318 – 2002, American Concrete Institute, Michigan. 8. Design Loads Other than Earthquakes for Buildings and Structures, IS 875 (Part 3) – 2015. Bureau of Indian Standards, New Delhi. 9. High Strength Deformed Steel Bars and Wires for Concrete Reinforcement, IS: 1786 – 2012. Bureau of Indian Standards, New Delhi. 10. Specification for Uncoated Stress Relieved Strand for Prestressed Concrete, IS: 6006 – 1983. Bureau of Indian Standards, New Delhi. 11. Concrete Mix Proportioning – Guidelines, IS: 10262 – 2019. Bureau of Indian Standards, New Delhi. 12. Concrete Structures, NZS 3101 – 1995. New Zealand Standards, New Zealand. 13. Concrete Structures, AS3600 – 1988. Standards Association of Australia, NSW, Australia. 14. Criteria for Earthquake Resistant Design of Structures – Industrial Structures including Stack-Like Structures, IS: 1893 (Part 4) – 2015. Bureau of Indian Standards, New Delhi. 15. Code of Practice for Concrete Road Bridges". IRC 112 – 2011. Indian Road Congress, New Delhi. 16. Sowjanya Lakshmi S and Hari Krishna K, "Investigations on chimneys using reinforced concrete stacks for effective construction and economy", Int J Sci Eng Technol Res, vol. 6, no. 2, pp. 188-200, 2017. 17. Shaikh M. G and Khan H. A. M. I, "Governing loads for design of a tall RCC chimney", Second International Conference on Emerging Trends in Engineering, Jaysingpur, 2009. 18. Saba Rahman, Arvind K. Jain, Bharti S. D and Datta T. K, "Comparison of international wind codes for across wind response of concrete chimneys", Journal of Wind Engineering and Industrial Aerodynamics, vol. 207, pp. 1-12, 2020. 19. Amitha Baiju and Geethu S, "Analysis of tall RC chimney as per Indian standard code", International Journal of Science and Research, vol. 5, no. 9, pp. 390-394, 2016. 20. Orcun Tokuc M and serdar soyoz, "Reliability assessment of a reinforced concrete chimney under earthquake loading", Second European Conference on Earthquake Engineering and Seismology, Istanbul, Aug 25-29, 2014. 21. Anusha, Sowjanya G.V, Madhusudhan, "Reliability analysis of circular rc chimney", International Journal of Innovative Research in Science Engineering and Technology, vol. 5, no. 7, pp. 12274-12280, 2016. 22. Xuansheng Cheng, Hongjie Qian, Chao Wang and Xuedong Fu, "Seismic response and safety assessment of an existing concrete chimney under wind load", Shock and Vibration, 2018, Doi: 1155/2018/1513479. 23. John L Wilson, "Performance of tall reinforced concrete chimney structures in the 2010 chilean earthquake", In Australian Earthquake Engineering Society Conference Perth Western Australia, 2010. 24. Suhee Kim and Hitoshi Shiohara, "Dynamic response analysis of a tall RC chimney damaged during 2007 niigata-ken chuetsu-oki earthquake", In Proceedings of the Fifteenth World Conference On Earthquake Engineering, 2012-09-24 / 2012-09-28, 2012. 25. Franziska Wehr and Reinhard Harte, "Design of concrete chimneys via beam theory and nonlinear shell analysis", Acta Polytechnica CTU Proceedings, vol. 7, pp. 79-84, 2017. 26. El-sadat a. T. E. F, "Ayman Khalil, and Dr Mahmoud El-Kateb, "Parametric study of tall RC chimneys used in egyptian power plants subjected to lateral loads", The 15th International Conference on Structural & Geotechnical Engineering, Cairo, 2018. 27. Amit Nagar, Shankar and Soumya T, "Nonlinear dynamic analysis of RCC chimney", International Journal of Engineering and Technology, vol. 4, no. 7, pp. 530-535, 2015. 28. Anil Pradeep K and Siva Rama Prasad CV, "Governing loads for design of a 60m industrial RCC chimney", Governing, vol. 3, no. 8, pp. 15151-15159, International Journal of Innovative Research in Science, Engineering and Technology 2014. 29. Prathyusha Yadav B, Anitha Reddy S, Ganesh Yadav J and Venkata Siva Rama Prasad C, "Estimation of seismic and wind loads for design of a 100 m self-supported industrial RCC chimney", Materials Today Proceedings, vol. 43, pp. 1562-1567, 2021. 30. Durgesh C. Rai, Kamlesh Kumar and Hemant B. Kaushik, 2006, Ultimate flexural strength of reinforced concrete circular hollow sections, The Indian Concrete Journal, December 2006, Vol. 80(12), pp. 39-45. 31. K. S. Babu Narayan and Subhash C. Yaragal, Load-moment interaction envelops for design of tall stacks – A limit state approach, The Indian Concrete Journal, September 2007: Vol. 81, pp. 21-25. 32. P. Srinivasa Rao and Devdas Menon, "Ultimate strength of tubular RC tower sections under wind loading", The Indian Concrete Journal, February 1995, Vol. 69, pp. 117-123. 33. Omote Y and Takeda T, "Experimental and analytical study on reinforced concrete chimneys", Japan Earthquake Engineering Promotion Society, Tokyo, vol. 8, pp. l35-163, 1975. 34. Regan, Pe and Yd Hamadi, "Behaviour of concrete caisson and tower members", Cement and Concrete Association, March 1, 1981, 1981, 978-0721012025. 35. Schober H and Schlaich J, "Ultimate strength of reinforced concrete chimneys", In Proceedings of the CICIND 5th International Conference, pp. 37-42, 1984. 36. Morkin Z. A. R. and Rumman W. S., Ultimate capacity of reinforced concrete members of hollow circular sections subjected on monotonic and cyclic bending", Journal of American Concrete Institute, September-October 1985, Vol. 82, pp. 653-656. 37. Whittaker D, "Seismic performance of offshore concrete platforms" University of Canterbury Department of Civil Engineering, Report no. 88 – 1, 1988. 38. Zhan FA, Park R, Priestley MJN, "Flexural strength and ductility of circular hollow reinforced columns without confinement on inside face", ACI Structural Journal, March – April, pp 156 – 166, 1990. 39. Wilson J. L, "A seismic design of tall reinforced concrete chimneys," ACI Structural Journal, vol. 99, no. 5, pp. 622-630, 2002. 40. J. L. Wilson, 2009, The Cyclic Behaviour of Reinforced Concrete Chimney Sections with and without Openings, Advances in Structural Engineering, Vol. 12, No. 3, 2009. 41. ACI Committee 444, 1979, "Models of concrete structures – state of the art", Concrete International, January, pp 77 – 95. 42. Zia P., White R. N., Vanhorn D. A., 1982, "Principles of Model Analysis", paper in ACI Special Publication, SP24 – 2, "Models for Concrete Structures", pp 19 – 39. 43. Krawinkler H, 1988, "Scale effects in static and dynamic model testing of structures", Proceedings 9WCEE, August 2 – 9, Japan, Volume VIII, pp 865 – 876. 44. Wilby G. K., Park R, Carr A. J., "Static and dynamic loading tests on two small 3D multi-storey reinforced concrete frames", ACI Special Publication SP73 – 3, pp 35 – 63. 45. Lorenz R., 1908, "Achsymmetrische Verzerrungen in dunwandigen Hohlzlinder", Zeitschriftdes Vereins Deutscher Ingenierus, Vol. 52, pp 1706 46. ASCE "Design and Construction of Steel Chimney Linears" American Society of Civil Engineers, Special Publication, 1975. 47. Cilmar Basaglia, Dinar Camotim and Nuno Silvestre, "GBT-based buckling analysis of steel cylindrical shells under combinations of compression and external pressure", Thin-Walled Structures, vol. 144, pp. 1-17, 2019. 48. Apostolos Koukouselis and Euripidis Mistakidis, "Failure modes and buckling capacity of thin cylindrical reinforced cementitious shells under axial compression", Construction and Building Materials, vol. 170, pp. 66-77, 2018. 49. Wagner H. N. R, Huhne C and Janssen M, "Buckling of cylindrical shells under axial compression with loading imperfections an experimental and numerical campaign on low knockdown factors", Thin-Walled Structures, vol. 151, pp. 1-12, 2020. 50. Mander J. B., Priestly M. J. N., Park R., 1988, "Theoretical Stress – Strain Model for Concrete", ASCE Journal Structural Division, Vol. 114, No. 8, August, pp 1804 – 1826. 51. Watson S., Zahn F. A., Park R., 1994, "Confining Reinforcement for Concrete Columns", ASCE, Journal of Structural Engineering, Vol. 120, No. 6, pp 1798 – 1824. 52. Shaik Karim Saida & M.Venkata Narasaiah, "Comparative study on RCC industrial chimneys by using existing (is 4998 part 1:1992) and draft code (ced 38(7892) wc", International Journal of Research, vol. 5, no. 19, pp. 197-202, 2018. 53. Ratnadeep R. Fulari, S.M. Barelikar, "Review on seismic behavior of R.C.C chimney", IJSTE - International Journal of Science Technology & Engineering, vol. 3, no. 10, pp. 394-396, 2017. 54. Sowjanya Lakshmi S and Hari Krishna K, "Investigations on chimneys using reinforced concrete stacks for effective construction and economy", Int J Sci Eng Technol Res, vol. 6, no. 2, pp. 188-200, 2017. 55. Zeki Karaca, Erdem Turkeli, Murat Gunaydın and Süleyman Adanur, "Dynamic responses of industrial reinforced concrete chimneys strengthened with fiber‐reinforced polymers", The Structural Design of Tall and Special Buildings, vol. 24, no. 3, pp. 228-241, 2015. 56. Ashish Goyal and Aditya Tiwari, "Cost optimization of RCC chimney", International Journal of Advanced Research in Engineering and Technology, vol. 11, no. 6, pp. 666-673, 2020. 57. Marta Garcia-Diéguez, Ki-Young Koo, Christopher M. Middleton, James MW Brownjohn and Charles Goddard, "Model updating for a 183m of reinforced concrete chimney", In Dynamics of Civil Structures, Springer, New York, NY, vol. 4, pp. 91-98, 2011. 58. Helmut Krawinkler, "Scale effects in static and dynamic model testing of structures", Proceeding of World Conference on Earthquake Engineering, vol. 9, pp. 2-9, 1988. 59. Grant K Wilby, Robert Park and Athol J. Carr, "Static and dynamic loading tests on two small three-dimensional multistory reinforced concrete frames", Special Publication, vol. 73, pp. 35-64, 1982. 60. Mahdy W. M, Libin Zhao, Fengrui Liu, Rong Pian, Huiping Wang and Jianyu Zhang, "Buckling and stress-competitive failure analyses of composite laminated cylindrical shell under axial compression and torsional loads", Composite Structures, vol. 255, pp. 1-10, 2021. 61. Robert Park and Thomas Paulay, "Reinforced concrete structures", John Wiley & Sons, pp. 769-775, 1975. 62. Reddy K. R. C, Jaiswal O. R and Godbole P. N, "Wind and earthquake analysis of tall RC chimneys", International Journal of Earth Sciences and Engineering, vol. 4, no. 6, pp. 508-511, 2011.
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- ISSN: 2278-3075 (Online)
- https://portal.issn.org/resource/ISSN/2278-3075#
- Retrieval Number: 100.1/ijitee.B96521211221
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- Publisher: Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP)
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