Postbuckling behavior of infinite beams on elastic foundations using Koiter's improved theory

DOI10.1016/0020-7462(88)90018-2zbMath0638.73013OpenAlexW2055491631MaRDI QIDQ1099675

David Hui

Publication date: 1988

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

Full work available at URL: https://doi.org/10.1016/0020-7462(88)90018-2

zbMATH Keywords

infinite beamspostbucklingRayleigh-Ritz procedureimperfection sensitivityaxial compressionfinite deflectionimproved Koiter postbuckling theorylower-bound buckling loadsnonlinear elastic foundations

Mathematics Subject Classification ID

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

Related Items (6)

Stability of the critical equilibrium of a compressed column on a Winkler foundation ⋮ A numerical approach to static deflection analysis of an infinite beam on a nonlinear elastic foundation: one-way spring model ⋮ Existence and uniqueness of nonlinear deflections of an infinite beam resting on a non-uniform nonlinear elastic foundation ⋮ A double perturbation method of postbuckling analysis in 2D curved beams for assembly of 3D ribbon-shaped structures ⋮ Elastic and viscoelastic foundations: a review on linear and nonlinear vibration modeling and applications ⋮ An efficient iterative method for computing deflections of Bernoulli-Euler-von Karman beams on a nonlinear elastic foundation

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