A geometrical and physical nonlinear finite element model for spatial thin-walled beams with arbitrary section
Author:
Publisher
Springer Science and Business Media LLC
Subject
General Engineering,General Materials Science
Link
http://link.springer.com/content/pdf/10.1007/s11431-010-0065-9.pdf
Reference24 articles.
1. Magnucka-Blandzi E. Critical state of a thin-walled beam under combined load. Appl Math Model, 2009, 33: 3093–3098
2. Setiyono H. An alternative approach to the analytical determination of the moment capacity of a thin-walled channel steel section beam. Int J Mech Sci, 2008, 50: 1280–1291
3. Setiyono H. Plastic mechanism and elastic-analytical approaches applied to estimate the strength of an axially compressed-thin-walled channel steel section beam. Int J Mech Sci, 2007, 49: 257–266
4. Bottoni M, Mazzotti C, Savoia M. A finite element model for linear viscoelastic behaviour of pultruded thin-walled beams under general loadings. Int J Solids Struct, 2008, 45: 770–793
5. Wang X F, Yang Q S. Geometrically nonlinear finite element model of spatial thin-walled beams with general open cross section. Acta Mech Solida Sinica, 2009, 22: 64–72
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