Finite difference buckling analysis of non-uniform columns

DOI10.1016/0045-7949(80)90176-5zbMath0443.73067OpenAlexW2069254541MaRDI QIDQ3887036

Michael J. Iremonger

Publication date: 1980

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

Full work available at URL: https://doi.org/10.1016/0045-7949(80)90176-5

zbMATH Keywords

matrix iteration solution techniquetapered and stepped columns

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Bifurcation and buckling (74G60) Discrete approximations in optimal control (49M25)

Related Items (3)

A selective review of direct, semi-inverse and inverse eigenvalue problems for structures described by differential equations with variable coefficients ⋮ Exact Buckling Analysis of Constrained Stepped Columns ⋮ Bending, second-order and buckling analysis of non-prismatic beam-columns by differential quadrature method

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