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Free Vibration Analysis of Symmetrically Laminated Folded Plate Structures Using an Element-Free Galerkin Method

机译:使用无单元Galerkin方法的对称叠合折叠板结构的自由振动分析

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摘要

An element-free Galerkin method for the solution of free vibration of symmetrically laminated folded plate structures is introduced. Employing the mature meshfree folded plate model proposed by the author, a folded laminated plate is simulated as a composite structure of symmetric laminates that lie in different planes. Based on the first-order shear deformation theory (FSDT) and the moving least-squares (MLS) approximation, the stiffness and mass matrices of the laminates are derived and supposed to obtain the stiffness and mass matrices of the entire folded laminated plate. The equation governing the free vibration behaviors of the folded laminated plate is thus established. Because of the meshfree characteristics of the proposed method, no mesh is involved to determine the stiffness and mass matrices of the laminates. Therefore, the troublesome remeshing can be avoided completely from the study of such problems as the large deformation of folded laminated plates. The calculation of several numerical examples shows that the solutions given by the proposed method are very close to those given by ANSYS, using shell elements, which proves the validity of the proposed method.
机译:引入了无单元伽勒金方法求解对称叠层折叠板结构的自由振动。利用作者提出的成熟的无网格折叠板模型,将折叠层压板模拟为位于不同平面上的对称层压板的复合结构。基于一阶剪切变形理论(FSDT)和移动最小二乘(MLS)近似,推导了层压板的刚度和质量矩阵,并得出了整个折叠层压板的刚度和质量矩阵。因此,建立了控制折叠的层压板的自由振动行为的方程式。由于所提出方法的无网格特性,因此不涉及网格来确定层压板的刚度和质量矩阵。因此,通过对诸如折叠的层压板的大变形的问题的研究,可以完全避免麻烦的重新镶嵌。几个数值算例的计算表明,该方法给出的解与使用壳单元的ANSYS给出的解非常接近,证明了该方法的有效性。

著录项

  • 来源
    《Mathematical Problems in Engineering》 |2015年第23期|124296.1-124296.13|共13页
  • 作者

    Peng L. X.;

  • 作者单位

    Guangxi Univ, Coll Civil Engn & Architecture, Nanning 530004, Peoples R China|Guangxi Univ, Guangxi Key Lab Disaster Prevent & Engn Safety, Nanning 530004, Peoples R China;

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