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Linear buckling analysis of thin-walled members combining the Generalised Beam Theory and the Finite Element Method

机译:广义梁理论与有限元法相结合的薄壁构件线性屈曲分析

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摘要

A finite element procedure to carry out linear buckling analysis of thin-walled members is developed on the basis of the existing Generalised Beam Theory (GBT) and constrained Finite Strip Method (cFSM). It allows designers to uncouple the buckling modes of a finite element model and, consequently, to calculate pure elastic buckling loads. The procedure can easily be applied to members with general boundary conditions subjected to compression or bending. The results obtained are rather accurate when compared to the values calculated via GBT and cFSM. As a consequence, it is demonstrated that linear buckling analyses can be performed with the Finite Element Method in a similar way as can be done with the existing GBT and cFSM procedures.
机译:在现有的广义梁理论(GBT)和约束有限条法(cFSM)的基础上,提出了一种进行薄壁构件线性屈曲分析的有限元程序。它允许设计人员解耦有限元模型的屈曲模式,从而计算纯弹性屈曲载荷。该程序可以容易地应用于具有受压缩或弯曲的一般边界条件的构件。与通过GBT和cFSM计算的值相比,获得的结果相当准确。结果,证明了可以用有限元方法以与现有GBT和cFSM程序相似的方式执行线性屈曲分析。

著录项

  • 来源
    《Computers & Structures 》 |2011年第22期| p.1982-2000| 共19页
  • 作者单位

    Department of Strength of Materials and Structural Engineering, School of Industrial Engineering of Barcelona, Technical University of Catalonia, Barcelona, Spain;

    Department of Strength of Materials and Structural Engineering, School of Industrial Engineering of Barcelona, Technical University of Catalonia, Barcelona, Spain;

    Department of Strength of Materials and Structural Engineering, School of Industrial Engineering of Barcelona, Technical University of Catalonia, Barcelona, Spain;

    Department of Strength of Materials and Structural Engineering, School of Industrial Engineering of Barcelona, Technical University of Catalonia, Barcelona, Spain;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    thin-walled members; linear buckling analysis; generalised beam theory; constrained finite strid method;

    机译:薄壁构件线性屈曲分析广义梁理论约束有限步法;

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