Perturbation methods for nonlinear eigenvalue problems

Flávia Gonçalves Fernandes, A. B. Purcina, Luciana Vale Silva Rabelo, Marcos Napoleão Rabelo
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Abstract

In this paper, the dynamics of a microbeam is investigated from the point of view of nonlinear oscillations. Because it regards a non-linear problem, the natural frequency is more complex to obtain. Phenomena such as bifurcations and doubling periods, common in nonlinear systems, may appear. To carry out the ongoing analysis, two components are necessary: first, the equations of motion and, second, the techniques for investigating the behavior of the system. With respect to the equations of motion, deformation gradient theory is used. Concerning the second component, the following approach is employed: techniques of perturbation methods due to the non-linearities present in the model, with the objective of analyzing its oscillations. The important contribution of this investigation resides in a new approach to the equations of motion originated from the formulation of deformation gradient for the context of beams. For future research, it is intended to propose a new stiffness matrix. In the section of computational experiments, results that simulate the behavior of the eigenvalues, eigenfunctions, and solutions of the equation of motion are presented.
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非线性特征值问题的扰动方法
本文从非线性振荡的角度研究了微梁的动力学。由于这是一个非线性问题,自然频率的求取更为复杂。非线性系统中常见的分岔和倍周期等现象可能会出现。要进行持续分析,需要两个组成部分:首先是运动方程,其次是研究系统行为的技术。在运动方程方面,使用了变形梯度理论。关于第二部分,采用了以下方法:由于模型中存在非线性,因此采用了扰动法技术,目的是分析其振荡。本研究的重要贡献在于采用了一种新的运动方程方法,该方法源于梁的变形梯度公式。在未来的研究中,我们打算提出一种新的刚度矩阵。在计算实验部分,介绍了模拟运动方程的特征值、特征函数和解的行为的结果。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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