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Computational plasticity of reinforced and prestressed concrete structures

机译:钢筋和预应力混凝土结构的计算塑性

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摘要

This paper contains a summary of a survey of computational mechanics of reinforced and prestressed concrete structures. It begins with a description of some very important experimental results. Subsequently, mathematical models for the simulation of the material behavior are reviewed briefly, followed by an exemplary overview over the finite element method (FEM) for reinforced and prestressed concrete structures. The apparent success of constitutive models for concrete, resting on the theory of plasticity, is based, to a great extent, on the excellent works of the late Prof. J. C. Simo, representing milestones of progress in computational plasticity. The survey is completed by two examples of numerical analyses of reinforced and prestressed concrete structures.
机译:本文总结了钢筋和预应力混凝土结构的计算力学研究。它首先描述了一些非常重要的实验结果。随后,简要回顾了材料行为模拟的数学模型,然后对钢筋和预应力混凝土结构的有限元法 (FEM) 进行了示例性概述。基于塑性理论的混凝土本构模型的明显成功在很大程度上基于已故的J.C.Simo教授的杰出工作,这些工作代表了计算可塑性进步的里程碑。该调查通过钢筋和预应力混凝土结构的两个数值分析示例完成。

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  • 来源
    《computational mechanics》 |1996年第4期|242-254|共页
  • 作者

    G.Hofstetter; H.A.Mang;

  • 作者单位

    University of Innsbruck;

    University of Technology of Vienna;

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  • 原文格式 PDF
  • 正文语种 英语
  • 中图分类
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