Reference : A concrete model considering the load history applied to centrally loaded columns und...
Scientific congresses and symposiums : Paper published in a book
Engineering, computing & technology : Civil engineering
http://hdl.handle.net/2268/31780
A concrete model considering the load history applied to centrally loaded columns under fire attack
English
Schneider, Ulrich mailto [Technical University of Vienna > > > >]
Morita, T. [ > > ]
Franssen, Jean-Marc mailto [Université de Liège - ULg > Département Argenco : Secteur SE > Ingénierie du feu >]
1994
Proceedings of the fourth internatioanl symposium on fire safety science
1101-11012
Yes
No
International
Fourth International Symposium on Fire Safety Science
International Association for Fire Safety Science
Ottawa
Canada
[en] Fire resistance ; Material model ; Concrete ; transient creep
[en] A uniaxial constitutive model for concrete at elevated temperatures is presented. The model takes into account the effects of transient creep as well as the effects of the initial load level. It is based on experimental tests on concrete cylinders and is here validated by comparison with experimental test on short restrained columns.
Researchers
http://hdl.handle.net/2268/31780

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