Analysis of tilt‐buckling of euler columns with varying flexural stiffness using homotopy perturbation method
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 stabilityHow to Cite
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Copyright (c) 2010 The Author(s). Published by Vilnius Gediminas Technical University.
This work is licensed under a Creative Commons Attribution 4.0 International License.
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Copyright
Copyright (c) 2010 The Author(s). Published by Vilnius Gediminas Technical University.
License
This work is licensed under a Creative Commons Attribution 4.0 International License.