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 mailto [University of Avero > > > >]
Vila Real, Paulo mailto [University of Aveiro > > > >]
Da Silva, Luis mailto [University of Coïmbra > > > >]
Franssen, Jean-Marc mailto [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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