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Free vibration analysis of thin rectangular cracked plate with four free edges on nonlinear elastic foundation

机译:非线性弹性地基上具有四个自由边的矩形薄板裂纹的自由振动分析

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摘要

In this paper, free vibration analysis on nonlinear elastic behavior of thin rectangular plate with four free edges is investigated. Based on Hamilton variation principle, the equations of motion for the thin rectangular plate with transverse surface penetrating crack on nonlinear elastic foundation are established. In the case of four free edges, the suitable expressions of trial functions satisfied all boundary conditions and the crack's conditions for the problem were proposed. Then, the equations are solved by using Galerkin method and harmonic balance method. In the analysis of numerical computations, the effects of the crack location and depth、the structural parameters of plate and the parameters of foundation were discussed in the free vibration behaves for the cracked thin rectangular plate.
机译:本文对具有四个自由边的矩形薄板的非线性弹性行为进行了自由振动分析。基于汉密尔顿变分原理,建立了在非线性弹性地基上具有横向穿透裂纹的矩形矩形薄板的运动方程。在四个自由边的情况下,试验函数的合适表达式满足所有边界条件,并提出了该问题的裂纹条件。然后,利用Galerkin法和谐波平衡法求解方程。在数值计算分析中,讨论了裂纹的位置和深度,板的结构参数以及基础参数对裂纹矩形薄板自由振动性能的影响。

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