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EXPERIMENTAL STUDAY ON DEBONDING MECHANISM IN FRP-STRENGTHENED RINEFORCEED CONCRETE BEAMS

机译:FRP加强钢筋混凝土梁剥离机理的试验研究

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摘要

Intermediate crack (IC) induced debonding is the predominant failure mode in FRP-strengthened RC beams, while the development length of FRP laminate is enough and the shear stiength of the beam is adequate,, 9 CFRP-strengthened reinforced concrete (RC) beams were tested to investigate the mechanism of IC induced debonding. Based on the investigation of strain distribution.
机译:中间裂纹(IC)诱导的剥离是FRP加强的RC光束中的主要失效模式,而FRP层压板的开发长度足够,并且梁的剪切定度是足够的,而9 CFRP加强的钢筋混凝土(RC)梁是测试探讨IC诱导剥离的机制。基于应变分布调查。

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