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Numerical and analytical study on the pull-in instability of micro-structure under electrostatic loading

机译:静电载荷下微结构拉入不稳定性的数值分析研究

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摘要

The one-mode analysis method on the pull-in instability of micro-structure under electrostatic loading is presented. Taylor series are used to expand the electrostatic loading term in the one-mode analysis method, which makes analytical solution available. The one-mode analysis is the combination of Galerkin method and Cardan solution of cubic equation. The one-mode analysis offers a direct computation method on the pull-in voltage and displacement. In low axial loading range, it shows little difference with the established multi-mode analysis on predicting the pull-in voltages for three different structures (cantilever, clamped-clamped beams and the plate with four edges simply-supported) studied here. For numerical multi-mode analysis, we also show that using the structural symmetry to select the symmetric mode can greatly reduce both the computation effort and the numerical fluctuation. (c) 2006 Elsevier B.V. All rights reserved.
机译:提出了一种微结构在静电载荷作用下拉入不稳定性的单模分析方法。泰勒级数用于扩展单模分析方法中的静电负荷项,从而提供了分析解决方案。单模分析是Galerkin方法和三次方程的Cardan解的组合。单模分析提供了一种直接计算引入电压和位移的方法。在低轴向载荷范围内,与在这里研究的预测三种不同结构(悬臂,夹紧梁和简单支撑四个边缘的板)的引入电压时,与建立的多模分析几乎没有什么不同。对于数值多模式分析,我们还表明,使用结构对称性选择对称模式可以大大减少计算量和数值波动。 (c)2006 Elsevier B.V.保留所有权利。

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