Article (Scientific journals)
Numerical modelling of two-way reinforced concrete slabs in fire
Lim, Linus; Buchanan, Andrew; Moss, Peter et al.
2004In Engineering Structures, 26 (8), p. 1081-1091
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Keywords :
SAFIR; finite-element analysis; shell element; fire resistance; tensile membrane; two-way slabs; Concrete
Abstract :
[en] This paper describes numerical modelling of the fire behaviour of two-way reinforced concrete slabs using a special purpose non-linear finite-element program, SAFIR. Several two-way reinforced concrete and composite steel-concrete slabs are tested under exposure to the ISO standard fire in order to validate the shell finite element in the SAFIR program. The modelling results showed agreement with the fire tests and demonstrate that the SAFIR shell element can be used to predict tensile membrane behaviour of two-way reinforced concrete slabs in fire conditions. The analyses show that two-way slabs have excellent fire resistance if they deform in double curvature and develop tensile membrane action. (C) 2004 Elsevier Ltd. All rights reserved.
Disciplines :
Materials science & engineering
Author, co-author :
Lim, Linus
Buchanan, Andrew
Moss, Peter
Franssen, Jean-Marc  ;  Université de Liège - ULiège > Département Argenco : Secteur SE > Ingénierie du feu
Language :
English
Title :
Numerical modelling of two-way reinforced concrete slabs in fire
Publication date :
July 2004
Journal title :
Engineering Structures
ISSN :
0141-0296
eISSN :
1873-7323
Publisher :
Elsevier Sci Ltd, Oxford, United Kingdom
Volume :
26
Issue :
8
Pages :
1081-1091
Peer reviewed :
Peer Reviewed verified by ORBi
Available on ORBi :
since 28 March 2010

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