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This study investigates the postpeak stress-strain behavior of high-strength concrete (HSC) confined with carbon fiber-reinforced polymer (CFRP) under varying confinement stiffness ratios. It finds that the transition between strain hardening and softening in HSC is influenced by the concrete strength and confinement efficiency, with a proposed criterion value differing from that used for normal-strength concrete. The research also introduces a model that incorporates confinement efficiency for predicting t

Author

AadîlKhåñ

Language

EN