Reference : A concrete model considering the load history applied to centrally loaded columns under ...

	Document type :	Scientific congresses and symposiums : Paper published in a book
	Discipline(s) :	Engineering, computing & technology : Civil engineering
	To cite this reference:	http://hdl.handle.net/2268/31780

Title :	A concrete model considering the load history applied to centrally loaded columns under fire attack
Language :	English
Author, co-author :	Schneider, Ulrich [Technical University of Vienna > > > >]
	Morita, T. [ > > ]
	Franssen, Jean-Marc [Université de Liège - ULg > Département Argenco : Secteur SE > Ingénierie du feu >]
Publication date :	1994
Main document title :	Proceedings of the fourth internatioanl symposium on fire safety science
Pages :	1101-11012
Peer reviewed :	Yes
On invitation :	No
Audience :	International
Event name :	Fourth International Symposium on Fire Safety Science
Event organizer :	International Association for Fire Safety Science
Event place (city) :	Ottawa
Event country :	Canada
Keywords :	[en] Fire resistance ; Material model ; Concrete ; transient creep
Abstract :	[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.
Target :	Researchers
Permalink :	http://hdl.handle.net/2268/31780

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