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1st-Order Shear Deformable Beam Formulation Based on Meshless Wavelet Galerkin Method

机译:基于无网格小波伽辽金方法的一阶剪切可变形梁公式

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摘要

This paper examined and discussed a Meshless Wavelet Galerkin Method (MWGM) formulation for a first-order shear deformable beam, the properties of the MWGM, the differences between the MWGM and EFG, and programming methods for the MWGM. The first-order shear deformable beam (FSDB) consists of a pair of second-order elliptic differential equations. The weak forms of two differential equations are deduced using Hat wavelet series. The exact integration and reduced integration were used to analyze the problems. Some indeterminate beam problems are considered. Condition numbers of the stiffness matrix were analyzed with exact integration and reduced integration for two cases of these problems. Consequently, the results were converged on the analytic solutions. The shear-locking phenomenon also occurred in the MWGM as it occurs in the conventional FEM. The stiffness matrix calculated from the reduced integration causes a similar numerical error to the stiffness matrix calculated from the exact integration in theMWGM. The MWGM showed desirable results in the examples.
机译:本文研究并讨论了用于一阶剪切可变形梁的无网格小波伽辽金方法(MWGM)公式,MWGM的特性,MWGM与EFG之间的差异以及MWGM的编程方法。一阶剪切可变形梁(FSDB)由一对二阶椭圆微分方程组成。利用Hat小波级数推导了两个微分方程的弱形式。使用精确积分和简化积分来分析问题。考虑了一些不确定的光束问题。针对这些问题的两种情况,使用精确积分和简化积分分析了刚度矩阵的条件数。因此,将结果收敛于解析解。 MWGM中也发生了剪切锁定现象,这与常规FEM中一样。由减小的积分计算出的刚度矩阵导致与从MWGM中的精确积分计算出的刚度矩阵相似的数值误差。在实施例中,MWGM显示出令人满意的结果。

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  • 来源
    《Mathematical Problems in Engineering》 |2017年第8期|4868050.1-4868050.11|共11页
  • 作者

    Jo JunHyung; Lee Yun;

  • 作者单位

    Korea Elect Power Corp, Daegu Kyungbuk Construct Branch, Gong Pyeung Rd 96, Daegu, South Korea;

    Daejeon Univ, Dept Civil Engn, 96-3 Yongun Dong, Daejeon 300716, South Korea;

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