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Ambient temperature performance of cementitious matrices for fire-safe NSM FRP strengthening of concrete structures

机译:耐火NSM FRP加固混凝土结构的水泥基体的环境温度性能

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摘要

The near surface mounted (NSM) fiber reinforced polymer (FRP) strengthening technique is a demonstrated, attractive and efficient alternative to externally bonded reinforcement (EBR) strengthening systems. NSM strengthening can be used to enhance the stiffness and the strength of deficient reinforced concrete members, with high utilisation of the FRP's mechanical properties (at ambient temperature) when epoxy is used as bonding agent. However, owing to epoxy adhesives' sensitivity to elevated temperature exposure, recent research has focused on the use of cementitious adhesives, which are less sensitive to elevated temperature, in NSM FRP applications. This paper presents results from 22 bond pull-out tests at ambient temperature on concrete prisms with an embedded carbon FRP bar NSM strengthening system. Different bonding agents (i.e. epoxy resin or cementitious grout), positions of the bar in the groove (i.e. in the centre or at the top of the groove), bar surface treatments (smooth and ribbed) and bond length (300 and 400 mm) are investigated. (C) 2018 Elsevier Ltd. All rights reserved.
机译:近表面安装(NSM)纤维增强聚合物(FRP)增强技术是对外部结合增强(EBR)增强系统的一种证明,有吸引力且有效的替代方法。当将环氧树脂用作粘合剂时,可以充分利用FRP的机械性能(在环境温度下),使用NSM增强来增强不足的钢筋混凝土构件的刚度和强度。但是,由于环氧胶粘剂对高温暴露敏感,因此最近的研究集中在NSM FRP应用中对高温不太敏感的水泥胶粘剂的使用。本文介绍了在室温下在混凝土棱镜上采用嵌入式碳纤维FRP筋NSM增强系统进行的22次粘结拉拔测试的结果。不同的粘合剂(例如环氧树脂或水泥浆),钢筋在沟槽中的位置(即沟槽的中央或顶部),钢筋表面处理(光滑且带肋)和粘合长度(300和400毫米)被调查。 (C)2018 Elsevier Ltd.保留所有权利。

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