Influence of various factors on the strength of inclined sections of beams reinforced with double-sided composite clamps
Abstract
Influence of various factors on the strength of inclined sections of beams reinforced with double-sided composite clamps
Incoming article date: 25.09.2021Presents the results of a study of the strength of inclined sections of reinforced concrete beams, reinforced with double-sided carbon fiber clamps. An assessment of the effectiveness of composite reinforcement is given when the value of the cut span is changed, which was equal to 1.5h0; 2h0 and 2.5 h0. At the same time, the degree of influence of the initial inclined cracks on the bearing capacity of the inclined section was analyzed.
Keywords: reinforced concrete, beam, reinforcement, composite materials, carbon fiber reinforced plastic, inclined sections, clamps, reinforcement