Dynamic buckling of simple two-bar frames using catastrophe theory

DOI10.1016/S0020-7462(01)00138-XzbMath1346.74064OpenAlexW2010462944MaRDI QIDQ872895

Anthony N. Kounadis

Publication date: 28 March 2007

Published in: International Journal of Non-Linear Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0020-7462(01)00138-x

zbMATH Keywords

dynamicframescatastrophe theorynon-linear buckling

Mathematics Subject Classification ID

Thin bodies, structures (74K99) Bifurcation and buckling (74G60)

Related Items (4)

Analytical and experimental studies on nonlinear characteristics of an L-shape beam structure ⋮ Nonlinear Dynamics of Flexible L-Shaped Beam Based on Exact Modes Truncation ⋮ A method for the direct evaluation of buckling loads of an imperfect two-bar frame ⋮ Application of the catastrophe theory in ascertainment of vertical bearing capacity of single pile

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