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| Reference : Lateral-torsional Buckling of Ferritic Stainless Steel Beams in Case of Fire |
| Scientific congresses and symposiums : Paper published in a book | |||
| Engineering, computing & technology : Civil engineering | |||
| http://hdl.handle.net/2268/70620 | |||
| Lateral-torsional Buckling of Ferritic Stainless Steel Beams in Case of Fire | |
| English | |
Lopes, Nuno  [University of Aveiro > > > >] | |
| Vila Real, Paulo [University of Aveiro > > > >] | |
| Da Silva, Luis [University of Coïmbra > > > >] | |
| Franssen, Jean-Marc [Université de Liège - ULg > Département Argenco : Secteur SE > Ingénierie du feu >] | |
| 12-Jul-2007 | |
| Proceedings of the first International Conference on the Art of Resisting Extreme Natural Forces | |
| Witt Press | |
| No | |
| No | |
| International | |
| 978-1-84564-086-6 | |
| The New Forest | |
| U.K. | |
| Engineering Nature 2007 - First International Conference on The Art of Resisting Extreme Natural Forces | |
| 11-13/07/2007 | |
| The New Forest | |
| U.K. | |
| [en] fire resistance ; stainless steel ; ferritic ; lateral torsional buckling ; Design equation | |
| [en] This work presents a numerical study of the behaviour of ferritic stainless steel Ibeams
subjected to lateral-torsional buckling and compares the obtained results with the beam design curves of Eurocode 3. New formulae, for the lateraltorsional buckling, that approximate better the real behaviour of ferritic stainless steel structural elements in case of fire are proposed. These new formulae were based on numerical simulations using the program SAFIR, which was modified to take into account the material properties of the stainless steel. | |
| Researchers | |
| http://hdl.handle.net/2268/70620 |
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