A method for the closed-form evaluation of critical buckling loads for planar strongly curved bars

DOI10.1016/0016-0032(85)90008-0zbMath0581.73052OpenAlexW2019603395MaRDI QIDQ1067842

E. G. Anastasselou, Dimitrios E. Panayotounakos

Publication date: 1985

Published in: Journal of the Franklin Institute (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0016-0032(85)90008-0

zbMATH Keywords

closed-form solutioncantilever circular barcritical buckling loadsGauss integration rulegeneral co-planar continuous external loadgeneral co-planar terminal loadinghigh curvatureloaded by two co-planar forcesplanar curved barstranscendental (nonlinear) equationsu tan \(\gamma \) cot u\(\gamma \) \(=1,\)

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Bifurcation and buckling (74G60)

Cites Work

• Nonlinear and buckling analysis in planar curved bars
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