Elastica buckling analysis of a simple frame

DOI10.1007/BF01176370zbMath0588.73085OpenAlexW2089092764MaRDI QIDQ1073616

A. A. Christodoulou, Anthony N. Kounadis

Publication date: 1986

Published in: Acta Mechanica (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/bf01176370

zbMATH Keywords

nonlinear stabilitypostbucklingbar centroidal axiscritical buckling displacements are of negligibly small magnitudeeffect of compressibilityreplace the limit point by a bifurcation pointsimple two-bar framestability analysis of framesvery slight increase in the buckling load

Mathematics Subject Classification ID

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

Related Items (2)

Effect of flexible joints on the stability and large deflections of a triangular frame ⋮ Particle modelling of an elastic arch in three dimensions

Cites Work

• An efficient simplified approach for the nonlinear buckling analysisof frames
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