CFRP加固钢筋混凝土小偏心受压柱承载力试验研究

摘要

The carbon fiber reinforced plastic (CFRP) reinforced concrete columns is mainly studied to improve its capacity. First,the CFRP strengthened concrete columns reinforced by the force derived mechanism to improve the theoretical foundation of the bearing capacity. By the theoretical analysis,on this basis,study of eight reinforced concrete columstest the actual capacity reinforcement component results comparison of the theoretical and experimental results summarized the law of the CFRP reinforced small concrete columns with. The result can references for project.%研究碳纤维增强塑料(CFRP)加固钢筋混凝土柱对其承载力的提高规律,首先通过理论分析CFRP加固混凝土柱的受力机理,得出加固构件承载力提高的理论基础.在此基础上,通过对8根钢筋混凝土试件的试验研究,得出加固构件的实际承载力结果.对比分析理论与试验结果,总结出CFRP加固钢筋混凝土小偏心受压柱承载力提高规律,以供工程借鉴.