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| Reference : Stainless steel beam-columns in case of fire |
| Scientific congresses and symposiums : Paper published in a book | |||
| Engineering, computing & technology : Civil engineering | |||
| http://hdl.handle.net/2268/70841 | |||
| Stainless steel beam-columns in case of fire | |
| English | |
Lopes, Nuno  [University of Avero > > > >] | |
| 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 >] | |
| 25-Jul-2007 | |
| proceedings of the 6th International Conference on Steel and Aluminium Structures ICSAS'07 | |
| Beale, R. G. | |
| Oxford Brookes University | |
| 1066-1073 | |
| Yes | |
| No | |
| International | |
| 978-0-9556254-0-4 | |
| Oxford | |
| U.K. | |
| 6th International Conference on Steel and Aluminium Structures (ICSAS'07) | |
| 24-27/07/2007 | |
| Oxford Brookes University | |
| U.K. | |
| [en] Fire resistance ; Stainless steel ; design equation ; buckling | |
| [en] Eurocode 3 states that stainless steel structural members, subjected to high
temperatures, must be designed with the same expressions used on carbon steel members. However, as these two materials have different constitutive laws, it should be expected that different formulae for the calculation of member stability should be used for room temperature design. In a recent work, the authors have proposed a more accurate procedure for the evaluation of the fire resistance of stainless steel columns which necessarily affects the beam-column design formulae. This work presents a numerical study of the behaviour of stainless steel beam-columns subjected to fire. | |
| Researchers | |
| http://hdl.handle.net/2268/70841 |
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