PG-EAM - Graduate Program in Aeronautical and Mechanical Engineering
PT EN
Article 2016

Nonlinear vibrations of cantilever timoshenko beams: A homotopy analysis

Authors

Shahlaei-Far, Shahram
Balthazar, José Manoel

Latin American Journal of Solids and Structures , vol. 13 , no. 10 , pp. 1866-1877

ISSN: 16797817

14
Citations
3
Authors

Abstract

© 2016, Brazilian Association of Computational Mechanics. All rights reserved.This study analyzes the fourth-order nonlinear free vibration of a Timoshenko beam. We discretize the governing differential equation by Galerkin’s procedure and then apply the homotopy analysis method (HAM) to the obtained ordinary differential equation of the generalized coordinate. We derive novel analytical solutions for the nonlinear natural frequency and displacement to investigate the effects of rotary inertia, shear deformation, pre-tensile loads and slenderness ratios on the beam. In comparison to results achieved by perturbation techniques, this study demonstrates that a first-order approximation of HAM leads to highly accurate solutions, valid for a wide range of amplitude vibrations, of a highorder strongly nonlinear problem.

Keywords

Galerkin method Homotopy analysis method Nonlinear natural frequency Strongly nonlinear vibration Timoshenko beam

Civil and Structural Engineering (ENGI) Materials Science (all) (MATE) Automotive Engineering (ENGI) Aerospace Engineering (ENGI) Ocean Engineering (ENGI) Mechanics of Materials (ENGI) Mechanical Engineering (ENGI)
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Last Update: 2026-06-25
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