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A Boundary Element Method Based Meshless Method for Buckling Analysis of Elastic Plates

机译:基于边界元法的弹性板屈曲分析的啮合方法

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In this paper a BEM-based meshless method is developed for buckling analysis of elastic plates. The presented method is achieved using the concept of the Analog Equation Method (AEM). According to this method the original eigenvalue problem for a governing differential equation of buckling is replaced by an equivalent problem for plate bending problem subjected to an "appropriate" fictitious load under the same boundary conditions. The fictitious load is established using a technique based on BEM and approximated by using the radial basis functions. The eigenmodes of the actual problem are 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 its effectiveness, accuracy as well as applicability of the proposed method, numerical results of various problems are presented.
机译:本文开发了一种基于BEM的丝毫方法,用于弹性板的屈曲分析。使用模拟方程方法(AEM)的概念来实现所提出的方法。根据该方法,屈曲的控制微分方程的原始特征值问题由在相同边界条件下对“适当”虚拟负载的板弯曲问题的等效问题所取代。使用基于BEM的技术建立虚拟负载,并通过使用径向基函数近似。实际问题的特征范围是从用于经典板弯曲问题的解决方案的已知积分表示获得的,这是使用Biharmonic方程的基本解决方案来源的。因此,方程式建立和评估了边界积分方程的内核。呈现的方法具有纯BEM的所有优点。为了验证其有效性,准确性以及所提出的方法的适用性,提出了各种问题的数值结果。

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