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Analysis of shear mechanical properties of corrugated steel web lining concrete composite beam

机译:波纹钢网衬里混凝土复合梁剪切力学性能分析

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The structure of composite beam A and composite beam B is formed by the combination of corrugated steel web plate and lining concrete. A finite element model was established to study the distribution between steel plate and lining concrete in elastic stage, and to analyze the failure process of interface between concrete and steel plate.
机译:复合梁A和复合梁B的结构由瓦楞钢网板和衬砌混凝土的组合形成。建立了有限元模型,以研究弹性级钢板和衬砌混凝土的分布,分析混凝土钢板界面的故障过程。

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