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Finite element analysis of reinforced concrete beams strengthened with prestressed CFRP sheets

机译:预应力CFRP板加固钢筋混凝土梁的有限元分析。

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Reinforced concrete beams were analyzed by finite element software ANASYS. Ultimate bearing capacity, the stress state of reinforcing steel bar and deflection of unreinforced beams, reinforced beam with CFRP sheet bonded and reinforced beam with prestressed CFRP sheet bonded were get in the analysis respectively. It shows that the capability of reinforced concrete resisting deformation can be increased with the CFRP sheet bonded. As well as using the prestressed CFRP sheet will get a much better result.
机译:钢筋混凝土梁通过有限元软件ANASYS进行分析。分别进行了极限承载力,钢筋的应力状态和未加固梁的挠度,粘结CFRP片的加固梁和粘结了预应力CFRP片的加固梁的分析。结果表明,粘结CFRP片可以提高钢筋混凝土的抗变形能力。以及使用预应力CFRP薄板将获得更好的结果。

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