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A BEM-based meshless method for plates on biparametric elastic foundation with internal supports

机译:基于BEM的带内部支撑的双参数弹性地基上板的无网格方法

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In this paper a BEM-based meshless method is developed for the analysis of plates on a biparametric elastic foundation which, in addition to the boundary supports, are also supported inside the domain on isolated points (a group of plies) and/or line supports (continuous plates). The presented method is achieved using the concept of the analog equation method (AEM) of Katsikadelis. According to this method the original governing differential equation is replaced by an equivalent problem for plates without internal supports not resting on an elastic foundation subjected to an "appropriate" fictitious load in addition to the transverse external loads under the same boundary conditions. The fictitious load is established using a technique based on BEM and approximated by radial basis functions series. The solution of the actual problem is obtained from the known integral representation of the solution for the classical plate bending problem, which is derived using the fundamental solution of the biharmonic equation. Thus, the kernels of the boundary integral equations are conveniently established and evaluated. The presented method has all the advantages of the pure BEM. To validate the effectiveness, accuracy as well as the applicability of the proposed method, numerical results of various example problems are presented.
机译:在本文中,开发了一种基于BEM的无网格方法来分析双参数弹性基础上的板,该模型除了边界支撑外,还支持在隔离点(一组层)和/或线支撑的区域内(连续板)。提出的方法是使用Katsikadelis的模拟方程法(AEM)的概念实现的。根据这种方法,原来的支配微分方程被一个等效问题所取代,即对于在相同边界条件下,除了横向外部载荷外,没有内部支撑的板还没有置于承受“适当”虚拟载荷的弹性基础上。虚拟负载是使用基于BEM的技术建立的,并通过径向基函数系列进行近似。实际问题的解是从经典平板弯曲问题的解的已知积分表示中获得的,该解是使用双谐波方程的基本解导出的。因此,边界积分方程的核被方便地建立和评估。提出的方法具有纯BEM的所有优点。为了验证所提方法的有效性,准确性和适用性,给出了各种示例问题的数值结果。

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