A new finite element of spatial thin-walled beams
From MaRDI portal
Publication:618944
DOI10.1007/S10483-010-1349-7zbMath1428.74129OpenAlexW193787810MaRDI QIDQ618944
Qi-lin Zhang, Qing-shan Yang, Xiao-Feng Wang
Publication date: 17 January 2011
Published in: Applied Mathematics and Mechanics. (English Edition) (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s10483-010-1349-7
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05)
Cites Work
- 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
- 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
This page was built for publication: A new finite element of spatial thin-walled beams