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Identities for the fundamental solution of thin plate bending problems and the nonuniqueness of the hypersingular BIE solution for multi-connected domains

机译:薄板弯曲问题的基本解的身份以及多连接域的超奇异BIE解的非唯一性

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摘要

Four integral identities for the fundamental solution of thin plate bending problems are presented in this paper. These identities can be derived by imposing rigid-body translation and rotation solutions to the two direct boundary integral equations (BIEs) for plate bending problems, or by integrating directly the governing equation for the fundamental solution. These integral identities can be used to develop weakly-singular and nonsingular forms of the BIEs for plate bending problems. They can also be employed to show the nonuniqueness of the solution of the hypersingular BIE for plates on multi-connected (or multiply-connected) domains. This nonuniqueness is shown for the first time in this paper. It is shown that the solution of the singular (deflection) BIE is unique, while the hypersingular (rotation) BIE can admit an arbitrary rigid-body translation term in the deflection solution, on the edge of a hole. However, since both the singular and hypersingular BIEs are required in solving a plate bending problem using the boundary element method (BEM), the BEM solution is always unique on edges of holes in plates on multi-connected domains. Numerical examples of plates with holes are presented to show the correctness and effectiveness of the BEM for multi-connected domain problems.
机译:本文给出了薄板弯曲问题基本解决方案的四个整体恒等式。这些标识可以通过对板弯曲问题的两个直接边界积分方程(BIE)施加刚体平移和旋转解,或者通过对基本解直接集成控制方程来得出。这些完整的标识可用于开发BIE的弱奇异和非奇异形式,以解决板弯曲问题。它们也可用于显示多连接(或多连接)域上板的超奇异BIE解的非唯一性。本文首次显示了这种非唯一性。结果表明,奇异(挠度)BIE的解是唯一的,而超奇异(旋转)BIE可以在挠度解中在孔的边缘接受任意刚体平移项。但是,由于在使用边界元方法(BEM)解决板弯曲问题时需要同时使用奇异BIE和超奇异BIE,因此BEM解决方案在多连接区域中的板孔边缘上始终是唯一的。给出了带孔板的数值示例,以显示BEM在多连接域问题中的正确性和有效性。

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