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Differences between FRP bond behavior in cracked and uncracked regions

机译:裂纹和未裂纹区域的FRP粘结行为之间的差异

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摘要

Based on an analysis of the experimental results of a proposed bond test method, significant differences are shown to exist between the local FRP bond stress-slip relationships in the uncracked anchorage regions and in the regions between cracks. The proposed method simulates the bond behavior between the flexural cracks and anchorage regions of a flexurally FRP-strengthened RC beam. The boundary conditions, including the presence of cracks and steel, are shown to have significant effects on the local bond stress-slip models. The results showed that, at the same force, the bond stresses in the regions between cracks were lower than in regions outside the cracks, so the debonding formed in the anchorage regions. The local bond stress-slip models in the anchorage regions can be obtained from the conventional bond test methods but these do not mimic the conditions between the cracks.
机译:基于对所提出的粘结测试方法的实验结果的分析,表明在未破裂的锚固区域和裂缝之间的区域中,局部FRP粘结应力-滑动关系之间存在显着差异。所提出的方法模拟了FRP加固的RC梁的挠曲裂缝与锚固区域之间的粘结行为。边界条件(包括裂纹和钢的存在)对局部粘结应力-滑动模型具有显着影响。结果表明,在相同的力作用下,裂纹之间区域的粘结应力要低于裂纹外部区域的粘结应力,因此在锚固区域会形成脱胶现象。锚固区域的局部粘结应力-滑移模型可以通过常规粘结试验方法获得,但这些方法不能模拟裂缝之间的条件。

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