Nonlinear buckling analysis of simple geometrically imperfect frames

DOI10.1007/s00419-009-0325-yzbMath1271.74080OpenAlexW2016458127MaRDI QIDQ363076

Tassos P. Avraam, Ioannis G. Raftoyiannis

Publication date: 30 August 2013

Published in: Archive of Applied Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s00419-009-0325-y

zbMATH Keywords

nonlinear stabilityframe bucklingimperfectionsmoderate displacements

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Bifurcation and buckling (74G60) Junctions (74K30)

Cites Work

• A method for the direct evaluation of buckling loads of an imperfect two-bar frame
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