Analytical analysis of free vibration of non-uniform and non-homogenous beams: Asymptotic perturbation approach

被引:28
作者
Cao, Dongxing [1 ,2 ]
Gao, Yanhui [1 ,2 ]
Wang, Jiaojiao [1 ,2 ]
Yao, Minghui [1 ,2 ]
Zhang, Wei [1 ,2 ]
机构
[1] Beijing Univ Technol, Coll Mech Engn, Beijing 100124, Peoples R China
[2] Beijing Key Lab Nonlinear Vibrat & Strength Mech, Beijing 100124, Peoples R China
基金
中国国家自然科学基金;
关键词
Asymptotic perturbation approach; Free vibration; Non-uniform and non-homogenous beams; Natural frequencies; TRANSVERSE VIBRATIONS; NATURAL FREQUENCIES; DYNAMIC-ANALYSIS;
D O I
10.1016/j.apm.2018.08.026
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper applies the asymptotic perturbation approach (APA) to obtain a simple analytical expression for the free vibration analysis of non-uniform and non-homogenous beams with different boundary conditions. A linear governing equation of non-uniform and non-homogeneous beams is obtained based on the Euler-Bernoulli beam theory. The perturbative theory is employed to derive an asymptotic solution of the natural frequency of the beam. Finally, numerical solutions based on the analytical method are illustrated, where the effect of a variable width ratio on the natural frequency is analyzed. To verify the accuracy of the present method, two examples, piezoelectric laminated trapezoidal beam and axially functionally graded tapered beam, are presented. The results are compared with those results obtained from the finite element method (FEM) simulation and the published literature, respectively, and a good agreement is observed for lower-order beam frequencies. (C) 2018 Elsevier Inc. All rights reserved.
引用
收藏
页码:526 / 534
页数:9
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