Repeated Loading Behavior of CFRP-Strengthened Continuous RC Beams: Experimental Investigation, Finite Element Analysis, and Predictive Modeling
This study investigates the repeated-loading performance and moment redistribution of continuous reinforced concrete (RC) T-beams strengthened with carbon fiber-reinforced polymer (CFRP) using a combined experimental and numerical approach. The experimental part studies the effect of reinforcement percentage and the CF...