Stability analysis of two-segment stepped columns with different end conditions and internal axial loads

DOI10.1155/2013/858906zbMath1299.74063OpenAlexW2049147268WikidataQ59030726 ScholiaQ59030726MaRDI QIDQ474222

Seval Pinarbasi, Erkan Akpinar, Fuad Okay, Hakan Erdogan

Publication date: 24 November 2014

Published in: Mathematical Problems in Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1155/2013/858906

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Bifurcation and buckling (74G60) Qualitative behavior of solutions of equilibrium problems in solid mechanics (74G55)

Related Items (1)

The non-linear vibrations of simply supported column loaded by the mass element

Cites Work

• Variational iteration method -- a kind of non-linear analytical technique: Some examples
• Determination of critical buckling load for elastic columns of constant and variable cross-sections using variational iteration method
• Elastic stability of Euler columns with a continuous elastic restraint using variational iteration method

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