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Analysis of tilt‐buckling of euler columns with varying flexural stiffness using homotopy perturbation method

    Safa Bozkurt Coşkun Affiliation

Abstract

In this paper, the Homotopy Perturbation Method (HPM), is introduced for elastic stability analysis of tilt‐buckled columns with variable flexural stiffness. Buckling loads and corresponding mode shapes are determined considering different types of variations in flexural stiffness of columns. The proposed approach is an efficient technique for the elastic stability analysis of specified problems.


First published online: 09 Jun 2011

Keyword : homotopy perturbation method, tilt‐buckling, Euler column, elastic stability

How to Cite
Coşkun, S. (2010). Analysis of tilt‐buckling of euler columns with varying flexural stiffness using homotopy perturbation method. Mathematical Modelling and Analysis, 15(3), 275-286. https://doi.org/10.3846/1392-6292.2010.15.275-286
Published in Issue
Jul 15, 2010
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