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Harmonic differential quadrature-finite differences coupled approaches for geometrically nonlinear static and dynamic analysis of rectangular plates on elastic foundation

机译:弹性地基上矩形板的几何非线性静动力和动力分析的调和求积-有限差分耦合方法

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摘要

The geometrically nonlinear static and dynamic analysis of thin rectangular plates resting on elastic foundation has been studied. Winkler-Pasternak foundation model is considered. Dynamic analogues Von Karman equations are used. The governing nonlinear partial differential equations of the plate are discretized in space and time domains using the harmonic differential quadrature (HDQ) and finite differences (FD) methods, respectively. The analysis provides for both clamped and simply supported plates with immovable inplane boundary conditions at the edges. Various types of dynamic loading, namely a step function, a sinusoidal pulse and an N-wave, are investigated and the results are presented graphically. The accuracy of the proposed HDQ-FD coupled methodology is demonstrated by the numerical examples. (c) 2006 Elsevier Ltd. All rights reserved.
机译:研究了弹性基础上矩形薄板的几何非线性静力学和动力学分析。考虑了Winkler-Pasternak基础模型。使用动态类似物冯卡曼方程。分别使用谐波微分正交(HDQ)和有限差分(FD)方法在空间和时域离散化控制板的非线性非线性偏微分方程。该分析提供了在边缘处具有固定平面边界条件的夹紧板和简单支撑板。研究了各种类型的动态载荷,即阶跃函数,正弦脉冲和N波,并以图形方式显示了结果。数值实例证明了所提出的HDQ-FD耦合方法的准确性。 (c)2006 Elsevier Ltd.保留所有权利。

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