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Numerical simulation of the debonding process in pull-out tests of near-surface mounted FRP rod in concrete

机译:混凝土近表面安装FRP棒拉出试验中剥离过程的数值模拟

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Purpose Near-surface mounted (NSM) fiber-reinforced polymer (FRP) rod is extensively applied in reinforced concrete (RC) structures. The mechanical performances of NSM FRP-strengthened RC structures depend on the bond behavior between NSM reinforcement and concrete. This behavior is typically studied by performing pull-out tests; however, the failure behavior, which is crucial to the local debonding process, is not yet sufficiently understood. Design/methodology/approach In this study, a three-dimensional meso-scale finite element method considering the cohesion and adhesion failures is presented to model the debonding failure process in pull-out tests of NSM FRP rod in concrete. The smeared crack model is used to capture the cohesion failures in the adhesive or concrete. The interfacial constitutive model is applied to simulate the adhesion failures on the FRP-adhesive and concrete-adhesive contact interfaces. Findings The present method is first validated by two simple examples and then applied to a practical NSM FRP system. This work studied in detail the debonding process, the bond failure types, the location of peak bond stress, the transmitting deformation in adhesive and the morphology of contact zone. The developed method provides a practical and convenient tool applicable for further investigations on the debonding mechanism for the NSM FRP rod in concrete. Originality/value A three-dimensional meso-scale finite element method considering the cohesion and adhesion failures is presented to model the debonding failure in NSM FRP-strengthened RC structures. The smeared crack model and the interfacial constitutive model are introduced to develop a convenient approach to analyze the failures in adhesive, concrete and related interfaces. The developed numerical method is applicable for studying the debonding process, the bond failure types, the location of peak bond stress, the transmitting deformation in adhesive and the morphology of contact zone in detail.
机译:目的近表面安装(NSM)纤维增强聚合物(FRP)棒广泛应用于钢筋混凝土(RC)结构。 NSM FRP强化RC结构的机械性能取决于NSM加固和混凝土之间的粘合行为。这种行为通常通过执行拉出测试来研究;然而,对本地剥离过程至关重要的故障行为尚未充分理解。本研究中的设计/方法/方法,提出了一种考虑到凝聚力和粘附失败的三维中间尺度有限元方法,以模拟混凝土中NSM FRP棒的拉出试验中的剥离故障过程。涂抹裂缝模型用于捕获粘合剂或混凝土中的内聚力故障。应用界面本构模型模拟FRP粘合剂和混凝土粘合界面上的粘附失效。发现本方法是由两个简单示例验证的,然后应用于实用的NSM FRP系统。这项工作详细研究了剥离过程,粘结性能类型,峰值粘结应力的位置,粘合剂的传递变形及接触区的形态。开发方法提供了一种实用且便捷的工具,适用于在混凝土中进行NSM FRP棒的剥离机制进一步调查。原创性/值通过考虑凝聚力和粘附故障的三维中间尺度有限元方法提出了模拟NSM FRP强化RC结构中的脱粘失效。引入涂抹裂缝模型和界面本构模型,以开发一种方便的方法来分析粘合剂,混凝土及相关界面中的故障。所开发的数值方法适用于研究剥离过程,粘合性能类型,峰值粘结应力的位置,粘合剂中的传递变形以及详细的接触区的形态。

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