首页> 外文会议>2010 2nd International Conference on Computer Engineering and Technology.;vol. 1. >Three-dimensional Nonlinear Finite Element Analysis of Reinforced Concrete Structures based on ANSYS Program
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Three-dimensional Nonlinear Finite Element Analysis of Reinforced Concrete Structures based on ANSYS Program

机译:基于ANSYS的钢筋混凝土结构三维非线性有限元分析。

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Based on the analysis of concrete material model,reinforcing steel material model,multi-parameter strength criterion of the ANSYS,finite element models for threedimensional nonlinear reinforced concrete structures have been constructed and a three-dimensional finite element nonlinear analysis program for reinforced concrete structures has been developed with the ANSYS software. A high strength RC beam is simulated and studied by the program. In the program,two models of reinforcing bar,separated and distributive,are considered. Many finite element models and material models provided by the ANSYS are adopted. The differences of the results obtained by using different model combination are presented and the reasons of the differences are discussed. Through comparing different combinations,the nonlinear material model that can effectively simulate the failure performance of reinforced concrete structures is presented.
机译:在对混凝土材料模型,钢筋材料模型,ANSYS多参数强度准则进行分析的基础上,构建了三维非线性钢筋混凝土结构的有限元模型,并建立了三维非线性钢筋混凝土结构有限元分析程序。用ANSYS软件开发的。该程序模拟并研究了高强度RC梁。在该程序中,考虑了钢筋的两种模型(分离的和分布的)。 ANSYS提供了许多有限元模型和材料模型。给出了使用不同模型组合获得的结果的差异,并讨论了产生差异的原因。通过比较不同的组合,提出了可以有效模拟钢筋混凝土结构破坏性能的非线性材料模型。

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