A mathematical model and analytical solution for buckling of inclined beam-columns

DOI10.1016/S0307-904X(98)10014-8zbMath1428.74086MaRDI QIDQ2284139

Jorge H. B. Sampaio, Joan R. Hundhausen

Publication date: 14 January 2020

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

zbMATH Keywords

energy methodhypergeometric functionsbucklingAiry's equationinclined beam-column

Mathematics Subject Classification ID

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

Related Items (5)

Construction of a Solution of the Problem of Stability of a Bar with Arbitrary Continuous Parameters ⋮ Determination of critical buckling load for elastic columns of constant and variable cross-sections using variational iteration method ⋮ Elastic stability of Euler columns with a continuous elastic restraint using variational iteration method ⋮ Bending, second-order and buckling analysis of non-prismatic beam-columns by differential quadrature method ⋮ An analytic solution of the static problem of inclined risers conveying fluid

Cites Work

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• Natural frequencies and buckling loads of beam-columns stiffened by rings

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