In-plane stability of uniform steel beam-columns on a Pasternak foundation with zero end-shortening

DOI10.1007/S00419-012-0664-YzbMath1293.74129OpenAlexW2080024800MaRDI QIDQ396358

Dimitrios S. Sophianopoulos, Konstantinos S. Papachristou

Publication date: 13 August 2014

Published in: Archive of Applied Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s00419-012-0664-y

zbMATH Keywords

mode interactionPasternak foundationbuckling responsesteel beam-columns

Mathematics Subject Classification ID

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

Cites Work

• A theory of elastic foundations
• Receptance behaviour of railway track and subgrade
• Postbuckling analysis of columns resting on an elastic foundation
• On the formal development of elastic foundation models
• Mechanical Response of a Metallic Aortic Stent—Part II: A Beam-on-Elastic Foundation Model
• Natural frequencies of Timoshenko beams on pasternak foundations
• Tapered thin open section beams on elastic foundation—I. Buckling analysis
• Vibration analysis of Timoshenko beam-columns on two-parameter elastic foundations
• Series Solutions for Beams on Elastic Foundations

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