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Study on Space Nonlinear FE Model of Composite Beam Cable-stayed Bridge with Three Towers

机译:三塔复合梁斜拉桥空间非线性FE模型研究

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Taking Wuhan Erqi Yangtze River Bridge as an example, based on link element, shell element, and beam element, a double beam nonlinear finite element model is purposed using popular finite analyzing software ANSYS. The internal force and deformation characteristics of composite beam cable-stayed bridge with three towers is analyzed by double beam model, and compared to the single beam. The results show that the double beam nonlinear FE model, which have less freedom and conveniently calculate, can be used to well analyze the nonlinear of composite beam cable-stayed bridge with three towers.
机译:以武汉·长江桥为例,基于连杆元件,壳元件和梁元件,双光束非线性有限元模型采用流行的有限分析软件ANSYS。通过双光束模型分析了三个塔楼的复合梁斜拉桥的内力和变形特性,并与单梁相比。结果表明,具有较差自由和方便计算的双光束非线性Fe模型可用于很好地分析三个塔的复合梁缆绳桥的非线性。

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