ANALYSIS OF TILT‐BUCKLING OF EULER COLUMNS WITH VARYING FLEXURAL STIFFNESS USING HOMOTOPY PERTURBATION METHOD

DOI10.3846/1392-6292.2010.15.275-286zbMath1428.74084OpenAlexW2042483733MaRDI QIDQ3078184

Safa B. Coşkun

Publication date: 18 February 2011

Published in: Mathematical Modelling and Analysis (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.3846/1392-6292.2010.15.275-286

Mathematics Subject Classification ID

Bifurcation and buckling (74G60) Numerical and other methods in solid mechanics (74S99)

Related Items (4)

Buckling of Euler columns with a continuous elastic restraint via homotopy analysis method ⋮ A simple method to determine the critical buckling loads for axially inhomogeneous beams with elastic restraint ⋮ Stability analysis of nonuniform rectangular beams using homotopy perturbation method ⋮ Construction of a Solution of the Problem of Stability of a Bar with Arbitrary Continuous Parameters

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