Tapered thin open section beams on elastic foundation—I. Buckling analysis

DOI10.1016/0045-7949(96)00112-5zbMath0900.73837OpenAlexW2066851909MaRDI QIDQ4387525

P. C. Dumir, G. P. Dube

Publication date: 2 August 1998

Published in: Computers & Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7949(96)00112-5

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05) Bifurcation and buckling (74G60)

Related Items (7)

Shear deformable composite beams with channel-section on elastic foundation ⋮ Stiffness matrices of thin-walled composite beam with mono-symmetric I- and channel-sections on two-parameter elastic foundation ⋮ In-plane stability of uniform steel beam-columns on a Pasternak foundation with zero end-shortening ⋮ Buckling analysis of tapered lattice columns using a generalized finite element ⋮ Buckling analysis of non-prismatic columns based on modified vibration modes ⋮ An efficient procedure to find shape functions and stiffness matrices of nonprismatic Euler-Bernoulli and Timoshenko beam elements ⋮ POSTBUCKLING BEHAVIOR OF BEAMS ON TWO-PARAMETER ELASTIC FOUNDATION

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