PRACTICAL RECOMMENDATIONS FOR THE CALCULATION OF THE STRENGTH OF SLOPED SECTIONS OF BRIDGE T-BEAMS REINFORCED WITH HIGH-STRENGTH COMPOSITE MATERIALS

The article reflects the results of studies of the bearing capacity of reinforced concrete tee beams reinforced with high-strength fabric carbon fiber polymer in the area of transverse forces. The evaluation of their shear resistance was carried out depending on the content of the longitudinal working reinforcement, the ratio of the shear span to the working height of the section, the spacing, the number and orientation of the bonded strips of the reinforcing fibrous polymer.