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Application of the radial integration method for the buckling analysis of plates with shear deformation

机译:辐射整合法在剪切变形屈曲分析的应用

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摘要

This work presents a novel formulation of the Boundary Element Method (BEM) with the Radial Integration Method (RIM) to calculate the critical loads of the plate buckling problem with shear deformation. An alternative formulation is adopted where the effect of the geometric non-linearity is described by using the first derivative of the function for the out-of-plane displacements. The RIM is developed for this problem and used to convert the resulting domain integrals into equivalent boundary integrals. The results are compared with other results available in the literature and with the results obtained with the Dual Reciprocity Method (DRM). The advantages of using the RIM are discussed at the end of this work.
机译:该工作提出了具有径向积分法(RIM)的边界元法(BEM)的新颖配方,以计算剪切变形的板屈曲问题的临界负荷。采用替代的制剂,其中通过使用用于外平面的函数的第一导数来描述几何非线性的效果。为该问题开发了RIM,并用于将所得域的积分转换为等效边界积分。将结果与文献中可用的其他结果进行比较,并用双互易法(DRM)获得的结果。在这项工作结束时讨论了使用RIM的优点。

著录项

  • 来源
    《Engineering analysis with boundary elements》 |2020年第9期|250-264|共15页
  • 作者单位

    School of Civil Engineering Architecture and Urban Design State University of Campinas Caixa Postal 6143 CEP 13083-889 Campinas Brazil;

    School of Civil Engineering Architecture and Urban Design State University of Campinas Caixa Postal 6143 CEP 13083-889 Campinas Brazil;

    BrunelUniversity London Department of Mechanical Engineering Uxbridge UB8 3PH United Kingdom Department of Civil and Environmental Engineering PUC-Rio - Pontifical Catholic University of Rio de Janeiro Rio de Janeiro Brazil;

  • 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

    Radial integration method; Plate buckling; Shear deformation; Reissner plates; Boundary elements;

    机译:径向整合方法;板屈曲;剪切变形;reissner板;边界要素;

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