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

    Safa Bozkurt Coşkun Info
DOI: https://doi.org/10.3846/1392-6292.2010.15.275-286

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

Keywords:

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

How to Cite

Coşkun, S. B. (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

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July 15, 2010
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Copyright (c) 2010 The Author(s). Published by Vilnius Gediminas Technical University.

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Published

2010-07-15

Issue

Vol 15 No 3 (2010)

Section

Articles

Copyright

Copyright (c) 2010 The Author(s). Published by Vilnius Gediminas Technical University.

License

Creative Commons License
This work is licensed under a Creative Commons Attribution 4.0 International License.

How to Cite

Coşkun, S. B. (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

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