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 mailto [University of Aveiro > > > >]
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 >]
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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