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A BEM-based meshless solution to buckling and vibration problems of orthotropic plates

机译:基于BEM的正交异性板屈曲和振动问题的无网格解决方案

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In this paper a BEM-based meshless solution is presented to buckling and vibration problems of Kirchhoff orthotropic plates with arbitrary shape. The plate is subjected to compressive centrally applied load together with arbitrarily transverse distributed or concentrated loading, while its edges are restrained by the most general linear boundary conditions. The resulting buckling and vibration problems are described by partial differential equations in terms of the deflection. Both problems are solved employing the Analog Equation Method (AEM). According to this method the fourth-order partial differential equation describing the response of the orthotropic plate is converted to an equivalent linear problem for an isotropic plate subjected only to a fictitious load under the same boundary conditions. The AEM is applied to the problem at hand as a boundary-only method by approximating the fictitious load with a radial basis function series. Thus, the method retains all the advantages of the pure BEM using a known simple fundamental solution. Example problems are presented for orthotropic plates, subjected to compressive or vibratory loading, to illustrate the method and demonstrate its efficiency and its accuracy.
机译:本文针对任意形状的Kirchhoff正交各向异性板的屈曲和振动问题,提出了一种基于BEM的无网格解决方案。板受到压缩的中心作用载荷以及任意横向分布或集中载荷,同时其边缘受到最一般的线性边界条件的约束。由此产生的屈曲和振动问题用偏微分方程描述了挠度。使用模拟方程法(AEM)可以解决这两个问题。根据该方法,对于在相同边界条件下仅承受虚拟载荷的各向同性板,描述正交异性板响应的四阶偏微分方程被转换为等效线性问题。通过用径向基函数级数近似虚拟负载,将AEM作为纯边界方法应用于当前问题。因此,该方法使用已知的简单基本解决方案保留了纯BEM的所有优点。正交各向异性板承受压缩或振动载荷时会出现示例问题,以说明该方法并证明其效率和准确性。

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