Elastica and buckling load of simple tapered columns with constant volume

DOI10.1016/S0020-7683(99)00007-4zbMath0961.74026WikidataQ127975210 ScholiaQ127975210MaRDI QIDQ1573184

N. Delaunay

Publication date: 29 May 2001

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

zbMATH Keywords

Runge-Kutta methodequilibrium pathselasticaBernoulli-Euler beam theoryconstant volumecompressive end loadspostbuckling deflected shaperegula falsi rulesimply supported tapered columnsstrongest columns

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Bifurcation and buckling (74G60) Finite difference methods applied to problems in solid mechanics (74S20)

Related Items (2)

A simple method to determine the critical buckling loads for axially inhomogeneous beams with elastic restraint ⋮ Nonlinear large deflection problems of beams with gradient: a biparametric perturbation method

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