A corotational formulation for thin-walled beams with monosymmetric open section

DOI10.1016/S0045-7825(99)00471-5zbMath1010.74064OpenAlexW2004683635MaRDI QIDQ1595388

Wen Yi Lin, Kuo Mo Hsiao

Publication date: 13 May 2003

Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0045-7825(99)00471-5

zbMATH Keywords

Newton-Raphson methodpostbucklingthin-walled beamsincremental-iterative methodnodal forcessecond-order linearizationconsistent corotational total Lagrangian finite element formulationconstant arc length methodgeometrically nonlinear beam theorygeometrically nonlinear bucklingmonosymmetric open section

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05)

Related Items (8)

Finite element linear and nonlinear, static and dynamic analysis of structural elements, an addendum ⋮ Co-rotational finite element formulation for thin-walled beams with generic open section ⋮ Analysis of linearly elastic inextensible frames undergoing large displacement and rotation ⋮ Derivation of a superelement with deformable interfaces -- applied to model flexure joint ⋮ Co-rotational formulation for geometric nonlinear analysis of doubly symmetric thin-walled beams ⋮ A co-rotational formulation for 3D beam element using vectorial rotational variables ⋮ A mixed co-rotational formulation of 2D beam element using vectorial rotational variables ⋮ A nonlinear two-node superelement with deformable-interface surfaces for use in flexible multibody systems

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