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Abstract:
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.
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APPLIED MATHEMATICAL MODELLING
ISSN: 0307-904X
Year: 2019
Volume: 65
Page: 526-534
5 . 0 0 0
JCR@2022
ESI Discipline: ENGINEERING;
ESI HC Threshold:136
JCR Journal Grade:1
Cited Count:
WoS CC Cited Count: 27
SCOPUS Cited Count: 31
ESI Highly Cited Papers on the List: 0 Unfold All
WanFang Cited Count:
Chinese Cited Count:
30 Days PV: 7
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