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首页> 外文期刊>Journal of Composites for Construction >Innovative CFRP-Prestressing System for Strengthening Metallic Structures
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Innovative CFRP-Prestressing System for Strengthening Metallic Structures

机译:创新的CFRP-预应力系统,用于加固金属结构

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An innovative retrofit system to prestress carbon fiber reinforced polymer (CFRP) plates and attach them to existing metallic beams was developed (patent number CH 706 630 B1) and tested. The system does not require any glue between the CFRP plates and the beams; therefore, surface preparation is not necessary, which reduces the time and cost of retrofitting. The proposed prestressed unbonded reinforcement (PUR) system includes a pair of mechanical clamps that function based on friction. Each clamp can simultaneously hold and attach three CFRP plates to the beam. The design considerations of the clamps, which are the most important elements of the PUR system, were explained. The system has a trapezoidal configuration that offers an easy on-site installation and uninstallation procedures without residual damage on the metallic beam. Three 5-m-long steel beams were statically tested until failure, including one reference unstrengthened beam and two beams that were strengthened with 15% and 31% CFRP prestress levels. A considerable increase in the yielding and ultimate load capacities of the retrofitted beams was achieved. The ultimate load-carrying capacity of the strengthened beams with 15% and 31% CFRP prestress levels increased by more than 23% and 31%, respectively, compared to that of the reference specimen. A finite-element (FE) model was created to simulate the behavior of the retrofitted beams. Next, the FE results were compared with those from the experiments. (C) 2015 American Society of Civil Engineers.
机译:开发了一种创新的改装系统,用于对碳纤维增强聚合物(CFRP)板进行预应力并将其连接到现有的金属梁上(专利号CH 706 630 B1)并进行了测试。该系统在CFRP板和梁之间不需要任何胶水;因此,不需要进行表面处理,从而减少了改造时间和成本。提议的预应力无粘结增强(PUR)系统包括一对基于摩擦而起作用的机械夹具。每个夹具可以同时将三个CFRP板固定并固定到梁上。解释了夹具的设计考虑,夹具是PUR系统的最重要元素。该系统具有梯形配置,可轻松进行现场安装和卸载程序,而不会对金属梁造成残留损坏。静态测试了三根5米长的钢梁,直到失效为止,包括一根参考未加强梁和两根CFRP预应力水平分别为15%和31%的梁。翻新梁的屈服强度和极限载荷能力得到了显着提高。 CFRP预应力水平为15%和31%的增​​强梁的极限承载力与参考样本相比分别提高了23%和31%以上。创建了一个有限元(FE)模型来模拟改装梁的行为。接下来,将有限元结果与实验结果进行比较。 (C)2015年美国土木工程师学会。

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