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首页> 外文期刊>Research journal of applied science, engineering and technology >Nonlinear Forced Vibration Analysis for Thin Rectangular Plate on Nonlinear Elastic Foundation
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Nonlinear Forced Vibration Analysis for Thin Rectangular Plate on Nonlinear Elastic Foundation

机译:非线性弹性地基上矩形薄板的非线性强迫振动分析

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摘要

Nonlinear forced vibration is analyzed for thin rectangular plate with four free edges on nonlinear elastic foundation. Based on Hamilton variation principle, equations of nonlinear vibration motion for thin rectangular plate under harmonic loads on nonlinear elastic foundation are established. In the case of four free edges, viable expressions of trial functions for this specification are proposed, satisfying all boundary conditions. Then, equations are transformed to a system of nonlinear algebraic equations by using Galerkin method and are solved by using harmonic balance method. In the analysis of numerical computations, the effect on the amplitude-frequency characteristic curve due to change of the structural parameters of plate, parameters of foundation and parameters of excitation force are discussed.
机译:对非线性弹性基础上具有四个自由边的矩形薄板的非线性强迫振动进行了分析。基于汉密尔顿变分原理,建立了矩形薄板在非线性弹性基础上简谐荷载作用下的非线性振动方程。在有四个自由边的情况下,提出了满足所有边界条件的本规范试验函数的可行表达式。然后,将方程通过Galerkin方法转换为非线性代数方程组,并通过谐波平衡法求解。在数值计算分析中,讨论了板结构参数,基础参数和激振力参数变化对幅频特性曲线的影响。

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