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Flexural Behavior of FRP-Reinforced Concrete Composite Member
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作者 Joon-Seok Park Jin-Woo Choi Hyung-Joong Joo Soon-Jong Yoon 《Journal of Mechanics Engineering and Automation》 2012年第1期52-58,共7页
Concrete Filled FRP (Reinforced Polymeric Plastic) Tubes (CFFT) and Reinforced Concrete Filled FRP Tubes (RCFFT) are known to have the capability to enhance structural performance in terms of structural stabilit... Concrete Filled FRP (Reinforced Polymeric Plastic) Tubes (CFFT) and Reinforced Concrete Filled FRP Tubes (RCFFT) are known to have the capability to enhance structural performance in terms of structural stability, ductility, as well as chemical resistance when compared with conventional concrete members. In this study, the authors evaluate the structural performance of the CFFT and the RCFFT through flexural tests for the purpose of applying the members as flexural ones. Moreover, the compressive behavior of the CFFT and the RCFFT members was investigated to examine their confinement effects. Based on the experimental and analytical results of the compressive behavior of the members, equations for estimating the ultimate compressive strengths of the CFFT and the RCFFT were proposed. In addition, the degree of improvement on the flexural performance of the RCFFT member strengthened by the FRP was analyzed from the flexural tests. 展开更多
关键词 FRP (reinforced polymeric plastic) CFFT (concrete filled FRP tubes) confinement effect compression flexure.
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