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Application of Heat/resin Injection in the Presence of Vacuum for FRP Attachments on the Concrete Substrate

机译:热/树脂注射在混凝土基板上的FRP附件存在下的应用

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Advanced processing techniques for the application of Fibre Reinforced Polymer (FRP) materials to repair concrete structures include the adoption of a vacuum consolidation process coupled with heat and/or resin injection to improve the curing process, bond strength and speed of application. The vacuum can contribute to the penetration of the resin into the surface around the exposed aggregates in order to achieve higher bond in strengthened elements. Since, debonding of FRP materials from the substrate is a brittle failure, it is essential to study this phenomenon and propose significant ways to improve the behaviour of the bondline. In this article, the interfacial bond behaviour of FRP laminates attached to concrete in the presence of vacuum and heat/resin injection is studied. The results of single lap shear tests have been utilized to investigate the capability of this system in strengthening of concrete elements. In this regard, several FRP-bonded concrete prisms will be examined in a single lap shear test set-up. Further, the effects of bondline thickness on the bond performance of adhesively bonded joints are studied.
机译:用于修复混凝土结构的纤维增强聚合物(FRP)材料的先进的加工技术包括采用与热和/或树脂注射偶联的真空固结过程,以改善固化过程,粘合强度和应用速度。真空可以有助于树脂渗透到暴露的聚集体周围的表面中,以便在加强元件中获得更高的键。由于从基材中剥离FRP材料是脆性衰竭,因此必须研究这种现象并提出改善键合行为的重要方法。在本文中,研究了在存在真空和热/树脂注射的情况下附着在混凝土中的FRP层压板的界面键合行为。单圈剪切试验的结果已被利用来研究该系统在加强混凝土元件方面的能力。在这方面,将在单圈剪切测试设置中检查几种FRP键合的混凝土棱镜。此外,研究了粘合线厚度对粘合接头粘接性能的影响。

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