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Nonlinear free vibration of a microscale beam based on modified couple stress theory

机译:基于修正耦合应力理论的微尺度梁非线性自由振动

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This paper presents a nonlinear free vibration analysis of the microbeams based on the modified couple stress Euler-Bernoulli beam theory and von Kairmain geometrically nonlinear theory. The governing differential equations are established in variational form from Hamilton principle, with a material length scale parameter to interpret the size effect. These partial differential equations are reduced to corresponding ordinary ones by eliminating the time variable with the Kantorovich method following an assumed harmonic time mode. The resulting equations, which form a nonlinear two-point boundary value problem in spatial variable, are then solved numerically by shooting method, and the size-dependent characteristic relations of nonlinear vibration frequency vs. central amplitude of the microbeams are obtained successfully. The comparisons with available published results show that the current approach and algorithm are of good practicability. A parametric study is conducted involving the dependency of the frequency on the length scale parameter along with Poisson ratio, which shows that the nonlinear vibration frequency predicted by the current model is higher than that by the classical one.
机译:本文基于修正的耦合应力Euler-Bernoulli梁理论和von Kairmain几何非线性理论,提出了微梁的非线性自由振动分析。根据汉密尔顿原理以变化形式建立控制微分方程,并使用材料长度比例参数来解释尺寸效应。通过采用假定的谐波时间模式的Kantorovich方法消除时间变量,可以将这些偏微分方程简化为相应的常微分方程。通过射孔法对所得方程组进行空间求解,形成非线性的两点边界值问题,然后用数值方法求解,成功获得了非线性振动频率与微梁中心振幅的大小相关特性关系。与可用的已发表结果的比较表明,当前的方法和算法具有良好的实用性。进行了参数研究,涉及频率对长度尺度参数的依赖性以及泊松比,这表明当前模型预测的非线性振动频率高于经典模型。

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