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NONLINEAR ANALYSIS OF LARGE DEFLECTIONS OF CLAMPED ORTHOTROPIC RECTANGULAR PLATE USING HYBRID METHOD

机译:正交方法对正交各向异性矩形矩形板大挠度的非线性分析

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This paper analyses the large deflections of an orthotropic rectangular clamped thin plate. A hybrid method which combines the finite difference method and the differential transformation method is employed to reduce the partial differential equations describing the large deflections of the orthotropic plate to a set of algebraic equations. The simulation results indicate that significant errors are present in the numerical results obtained for the deflections of the orthotropic plate in the transient state when a step force is applied. The magnitude of the numerical error is found to reduce, and the deflection of the orthotropic plate to converge, as the number of sub-domains considered in the solution procedure increases. The current modeling results confirm the applicability of the proposed hybrid method to the solution of the large deflections of a rectangular orthotropic plate.
机译:本文分析了正交各向异性矩形夹紧薄板的大挠度。结合有限差分法和微分变换法的混合方法,将描述正交各向异性板大挠度的偏微分方程简化为一组代数方程。仿真结果表明,在施加阶跃力时,在瞬态下正交异性板的挠度获得的数值结果中存在明显的误差。随着求解过程中考虑的子域数量增加,发现数值误差的大小减小,并且正交各向异性板的挠度收敛。当前的建模结果证实了所提出的混合方法对矩形正交异性板大挠度解的适用性。

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