A model for plane elastica with simple shear deformation pattern

DOI10.1007/BF01170067zbMath0810.73021OpenAlexW2068167833MaRDI QIDQ1341939

Dragan T. Spasic, Teodor M. Atanacković

Publication date: 11 January 1995

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

Full work available at URL: https://doi.org/10.1007/bf01170067

zbMATH Keywords

critical loadstability problemheavy elastic rodsub- and super-critical bifurcation

Mathematics Subject Classification ID

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

Related Items (4)

Does generalized elastica lead to bimodal optimal solutions? ⋮ Nonlinear dynamic analysis of Timoshenko beams by BEM. I: Theory and numerical implementation ⋮ Nonlinear dynamic analysis of Timoshenko beams by BEM. II: Applications and validation ⋮ NONLINEAR ANALYSIS OF FRAMES INCLUDING SHEAR DEFORMATION

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