Buckling of nonprismatic column on varying elastic foundation with arbitrary boundary conditions

DOI10.1155/2017/5976098zbMath1426.74139OpenAlexW2607662406WikidataQ59147651 ScholiaQ59147651MaRDI QIDQ1992927

Mohammed T. Albahttiti, Hayder A. Rasheed, Ahmad A. Ghadban, Ahmed H. Al-Rahmani

Publication date: 5 November 2018

Published in: Mathematical Problems in Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1155/2017/5976098

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Vibrations in dynamical problems in solid mechanics (74H45) Bifurcation and buckling (74G60)

Cites Work

• Optimal shape of an elastic column on elastic foundation
• Determination of critical buckling load for elastic columns of constant and variable cross-sections using variational iteration method
• Buckling and post-buckling of non-uniform non-linearly elastic rods
• Vibrations and buckling of a beam on a variable winkler elastic foundation
• AN ANALYTIC APPROACH FOR EXACTLY DETERMINING CRITICAL LOADS OF BUCKLING OF NONUNIFORM COLUMNS
• Exact Buckling Analysis of Constrained Stepped Columns

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