Application of the equivalent column concept to the stability of axially compressed bellows

DOI10.1016/0020-7403(92)90020-HzbMath0769.73034OpenAlexW1969219493MaRDI QIDQ1209685

Błażej Skoczeń, Jacek Jan Skrzypek

Publication date: 16 May 1993

Published in: International Journal of Mechanical Sciences (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0020-7403(92)90020-h

zbMATH Keywords

bifurcation bucklingaxisymmetric deformationsfinite deflections and rotations theoryprebuckling nonlinearities

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Stability of dynamical problems in solid mechanics (74H55) Bifurcation and buckling (74G60)

Related Items (3)

Complex equations of flexible circular ring shells overall-bending in a meridian plane and general solution for the slender ring shells ⋮ General solution for \(U\)-shaped bellows overall-bending problems ⋮ Application of non-homogeneous solution for equations of slender ring shells to overall-bending problem of Ω-shaped bellows

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