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

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

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 p...

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Bibliographic Details
Main Author: Safa Bozkurt Coşkun
Format: Article
Language:English
Published: Vilnius Gediminas Technical University 2010-07-01
Series:Mathematical Modelling and Analysis
Subjects:
homotopy perturbation method
tilt‐buckling
Euler column
elastic stability
Online Access:https://journals.vgtu.lt/index.php/MMA/article/view/6020

Internet

https://journals.vgtu.lt/index.php/MMA/article/view/6020

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