|Reference : A concrete model considering the load history applied to centrally loaded columns under ...|
|Scientific congresses and symposiums : Paper published in a book|
|Engineering, computing & technology : Civil engineering|
|A concrete model considering the load history applied to centrally loaded columns under fire attack|
|Schneider, Ulrich [Technical University of Vienna > > > >]|
|Morita, T. [ > > ]|
|Franssen, Jean-Marc [Université de Liège - ULg > Département Argenco : Secteur SE > Ingénierie du feu >]|
|Proceedings of the fourth internatioanl symposium on fire safety science|
|Fourth International Symposium on Fire Safety Science|
|International Association for Fire Safety Science|
|[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.|
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