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A theory for the finite displacement of a thin-walled Bernoulli–Euler beam and lateral post-buckling analysis

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Publication:3502351
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DOI10.1098/RSPA.2007.0256zbMath1136.74026OpenAlexW2135202161MaRDI QIDQ3502351

Tsuneo Usuki

Publication date: 23 May 2008

Published in: Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1098/rspa.2007.0256


zbMATH Keywords

Runge-Kutta transfer matrix methodstate vector equation


Mathematics Subject Classification ID

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


Related Items (2)

Using discrete optimization algorithms to find minimum energy configurations of slender cantilever beams with non-convex energy functions ⋮ Nonlinear elastic stability of web panels in built-up members




Cites Work

  • A three-dimensional finite-strain rod model. II. Computational aspects




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