熊渊博, 龙述尧, 胡德安. 薄板屈曲分析的局部Petrov-Galerkin方法[J]. 工程力学, 2006, 23(1): 23-27.
引用本文: 熊渊博, 龙述尧, 胡德安. 薄板屈曲分析的局部Petrov-Galerkin方法[J]. 工程力学, 2006, 23(1): 23-27.
XIONG Yuan-bo, LONG Shu-yao, HU De-an. LOCAL PETROV-GALERKIN METHOD FOR BUCKLING ANALYSIS OF A THIN PLATE[J]. Engineering Mechanics, 2006, 23(1): 23-27.
Citation: XIONG Yuan-bo, LONG Shu-yao, HU De-an. LOCAL PETROV-GALERKIN METHOD FOR BUCKLING ANALYSIS OF A THIN PLATE[J]. Engineering Mechanics, 2006, 23(1): 23-27.

薄板屈曲分析的局部Petrov-Galerkin方法

LOCAL PETROV-GALERKIN METHOD FOR BUCKLING ANALYSIS OF A THIN PLATE

  • 摘要: 利用薄板控制微分方程的等效积分对称弱形式和对变量(挠度)采用移动最小二乘近似函数进行插值,研究了无网格局部Petrov-Galerkin方法在薄板屈曲问题中的应用。它不需要任何形式的网格划分,所有的积分都在规则形状的子域及其边界上进行,并用罚因子法施加本质边界条件。数值算例表明,无网格局部Petrov-Galerkin法不但能够求解弹性静力学问题,而且在求解弹性稳定性问题时仍具有收敛快,稳定性好,精度高的特点。

     

    Abstract: Meshless local Petrov-Galerkin(MLPG) method is extended to solve buckling problems of a thin plate.The method uses the moving least-squares approximation to interpolate the solution variables,and employs a local symmetric weak form.The present method is a truly meshless one as it does not need any meshgrids,and all integrals can be easily evaluated over regularly shaped domains(in general,spheres in the three-dimensional problem) and their boundaries.The essential boundary conditions are enforced by a penalty method.Several examples are given to show that in solving buckling problems,the meshless local Petrov-Galerkin method still possesses some advantages such as good stability,high accuracy and high rate of convergence,just as in solving elastic static problems.

     

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