In earthquake prone areas, a large number of low strength concrete (LSC) structures have weak material mechanical properties, and the bonding performance between steel bars and concrete is easily damaged, seriously affecting the structural integrity and seismic resistance.
Carbon fiber reinforced polymer (CFRP) reinforcement technology, as an effective means to improve the performance of low strength concrete, has always been a research difficulty in predicting the bond slip behavior between steel bars and concrete after reinforcement in the engineering community.
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