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Deformation analysis of thin plate with distributed load by triple-reciprocity boundary element method

机译:三点可逆边界元法分析分散荷载下薄板的变形

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In general, internal cells are required to solve the deformation of a thin plate with an arbitrary distributed load using a conventional boundary element method (BEM). However, in this case, the merit of the BEM, which is the easy preparation of data, is lost. In this paper, it is shown that the deformation analysis of a thin plate with an arbitrary distributed load can be performed without the use of internal cells using the triple-reciprocity BEM. The distribution of an arbitrary load is interpolated using boundary integral equations. The problem of the thin plate, in accordance with Kirchhoff s theory, is formulated by means of two coupled Poisson equations, which are expressed in integral form using the second theorem of Green in the classical way. A new computer program was developed and applied to several problems.
机译:通常,需要使用内部单元来使用常规边界元方法(BEM)解决具有任意分布载荷的薄板变形。但是,在这种情况下,BEM的优点(即易于准备数据)就失去了。在本文中,表明可以在不使用使用三重互易边界元法的内部单元的情况下,对具有任意分布载荷的薄板进行变形分析。使用边界积分方程对任意载荷的分布进行插值。根据基尔霍夫(Kirchhoff)的理论,薄板的问题是通过两个耦合的泊松方程来表达的,泊松方程是用格林的第二定理以经典方式以积分形式表示的。开发了一种新的计算机程序,并将其应用于一些问题。

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