A geometrical and physical nonlinear finite element model for spatial thin-walled beams with arbitrary section

DOI10.1007/S11431-010-0065-9zbMath1193.74082OpenAlexW1991505948MaRDI QIDQ987272

Xiao-Feng Wang, Qing-shan Yang

Publication date: 13 August 2010

Published in: Science China. Technological Sciences (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s11431-010-0065-9

zbMATH Keywords

finite elementthin-walled structuresarbitrary sectiongeometrical and physical nonlinearityspatial beams

Mathematics Subject Classification ID

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

Cites Work

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• Non-linear buckling and postbuckling behavior of thin-walled beams considering shear deformation
• A finite element model for linear viscoelastic behaviour of pultruded thin-walled beams under general loadings
• Critical state of a thin-walled beam under combined load
• An alternative approach to the analytical determination of the moment capacity of a thin-walled channel steel section beam
• Natural approach for geometric non-linear analysis of thin-walled frames
• Locking-free finite elements for shear deformable orthotropic thin-walled beams
• A simple hybrid model for torsion and flexure of thin-walled beams
• A shear-flexible element with warping for thin-walled open beams
• A finite element model for static and dynamic analysis of thin-walled beams with asymmetric cross-sections
• A C⁰ finite element formulation for thin‐walled beams

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