Reference : Heat transfer and structural response modelling of concrete filled steel hollow secti...
Scientific congresses and symposiums : Paper published in a book
Engineering, computing & technology : Civil engineering
http://hdl.handle.net/2268/126901
Heat transfer and structural response modelling of concrete filled steel hollow section columns
English
Binh, Chu Thi mailto [HAU, Hanoi > Dept. of Civil Engineering > > >]
Dotreppe, Jean-Claude mailto [Université de Liège - ULg > Département ArGEnCo > Département ArGEnCo >]
Franssen, Jean-Marc mailto [Université de Liège - ULg > Département Argenco : Secteur SE > Ingénierie du feu >]
2012
Proc; ACOME
Yes
No
International
The international conference on advances in computational mechanics (ACOME)
14-16 August 2012
Vietnam National University HCMC
Hochiminh
Vietnam
[en] numerical modelling ; Fire conditions ; steel-concrete ; composite ; column ; concrete filled hollow section
[en] Numerical modelling is a very useful tool to predict the fire resistance of a structure, or to reproduce artificially what has happened during a real fire. SAFIR, a non linear computer code developed at the university of Liege-Belgium, is specifically written for modeling the behavior of structures subjected to fire. It allows a determination of the temperatures in the structure resulting from the fire and, in a subsequent analysis, determination of the successive positions of equilibrium of the structure until collapse. Ten steel hollow section columns filled with self-compacting concrete embedding another steel profile have been tested in the Fire Engineering Laboratory of the University of Liege - Belgium. SAFIR code has been used to simulate the thermal and structural behavior under fire conditions. A good agreement between numerical and experimental results has been obtained. This shows that SAFIR code can predict well the behavior of CFSHS columns subjected to fire.
Researchers ; Professionals
http://hdl.handle.net/2268/126901

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