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Deterioration of Basic Properties of the Materials in FRP-Strengthening RC Structures under Ultraviolet Exposure

机译:紫外曝光下FRp加固RC结构材料基本性能的劣化

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摘要

This paper presents an experimental study of the basic properties of the main materials found in reinforced concrete (RC) structures strengthened by fibre reinforced polymer (FRP) sheets with scope to investigate the effect of ultraviolet (UV) exposure on the degradation of FRP, resin adhesive materials and concrete. The comparison studies focused on the physical change and mechanical properties of FRP sheet, and resin adhesive materials and concrete before and after UV exposure. However, the degradation mechanisms of the materials under UV exposure were not analyzed. The results show that the ultimate tensile strength and modulus of FRP sheets decrease with UV exposure time and the main degradation of FRP-strengthened RC structures is dependent on the degradation of resin adhesive materials. The increase in the number of FRP layers cannot help to reduce the effect of UV exposure on the performance of these materials. However, it was verified that carbon FRP materials have a relatively stable strength and elastic modulus, and the improvement of the compression strength of concrete was also observed after UV exposure.
机译:本文对纤维增强聚合物(FRP)片增强的钢筋混凝土(RC)结构中发现的主要材料的基本性能进行了实验研究,以研究紫外线(UV)暴露对FRP,树脂降解的影响。粘合剂材料和混凝土。对比研究的重点是玻璃纤维板,树脂粘合材料和混凝土在紫外线照射前后的物理变化和机械性能。但是,没有分析材料在紫外线下的降解机理。结果表明,FRP片材的极限拉伸强度和模量随紫外线暴露时间的延长而降低,而FRP增强的RC结构的主要降解取决于树脂粘合剂材料的降解。 FRP层数的增加无助于减少紫外线对这些材料性能的影响。然而,已证实碳FRP材料具有相对稳定的强度和弹性模量,并且在暴露于UV后也观察到混凝土的抗压强度的提高。

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