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The Particular Solutions for Thin Plates Resting on Pasternak Foundations Under Arbitrary Loadings

机译:任意载荷下帕斯捷尔纳克地基上薄板的特殊解

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摘要

Analytical particular Solutions of splines and monomials are obtained for problems of thin plate resting on Pasternak foundation Under arbitrary loadings, which are governed by a fourth-order partial differential equation (PDEs). These analytical particular Solutions arc valuable when the arbitrary loadings are approximated by augmented polyharmonic splines (APS) constructed by splines and monomials. In Our derivations, the real coefficient operator in the governing equation is decomposed into two complex coefficient operators whose particular Solutions are known in literature. Then. we use the difference trick to recover the analytical particular solutions of the original operator In addition, we show that the derived particular solution of spline with its first few directional derivatives are bounded as r -> 0. This solution procedure may have the potential in obtaining analytical particular Solution.; of higher order PDEs constructed by products of Helmholz-type operators. Furthermore, we demonstrate the usages of these analytical particular Solutions by few numerical cases in which the homogeneous Solutions are complementarily solved by the method of fundamentals solutions (MFS).
机译:对于在任意载荷下由四阶偏微分方程(PDEs)控制的帕斯特纳克地基上的薄板问题,可以获得样条和单项式的解析解。当由样条和单项式构造的增强多谐样条(APS)近似任意载荷时,这些分析专用解决方案非常有价值。在我们的推导中,控制方程中的实系数算子被分解为两个复数系数算子,它们的特殊解在文献中是已知的。然后。我们使用差异技巧来恢复原始算子的解析特殊解。此外,我们证明了带有样条的前几个方向导数的样条的导出特殊解的边界为r->0。这种求解过程可能具有获得分析特定解决方案。由Helmholz型算子的乘积构造的高阶PDE。此外,我们通过一些数值案例证明了这些解析特定解决方案的用法,在这些案例中,均质解决方案通过基本解决方案(MFS)进行了补充求解。

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