Numerical modelling of two-way reinforced concrete slabs in fire

Engineering Structures

Volumn 26, Issue 8, 2004, Pages 1081-1091

  Lim, Linus ^a   Buchanan, Andrew ^b   Moss, Peter ^b   Franssen, Jean Marc ^c  

^a Holmes Fire and Safety   (Australia)

^b UNIVERSITY OF CANTERBURY   (New Zealand)

^c FNRS   (Belgium)

Author keywords

Finite element analysis; Fire resistance; SAFIR; Shell element; Tensile membrane; Two way slabs

Indexed keywords

CONCRETE REINFORCEMENTS; CONCRETES; FINITE ELEMENT METHOD; FIRE RESISTANCE; MATHEMATICAL MODELS; TENSILE STRESS;

COMPOSITE STEEL-CONCRETE SLABS; FIRE BEHAVIOUR;

STRUCTURAL DESIGN;

REINFORCED CONCRETE;

EID: 2942722239     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2004.03.009     Document Type: Article

References (24)

1. Newman G.M. Robinson J.T. Bailey C.G. Fire safe design: a new approach to multi-story steel-framed buildings 2000 The Steel Construction Institute Berkshire (UK)
2. Bailey C.G. Lennon T. Moore D.B. The behaviour of full-scale steel-framed buildings subjected to compartment fires The Structural Engineer 77 8 1999 15-21
3. Buchanan A.H. Structural design for fire safety 2001 John Wiley - Sons Ltd UK
4. Gillie M. Usmani A. Rotter M. O'Connor M. Modelling of heated composite floor slabs with reference to the Cardington experiments Fire Safety Journal 36 8 2001 745-767
5. Huang Z. Burgess I.W. Plank R.J. Three-dimensional modelling of two full-scale fire tests on a composite building Proceedings of the Institution of Civil Engineers Structures and Buildings 134 1999 243-255
6. Huang Z. Burgess I.W. Plank R.J. Non-linear modelling of three full-scale structural fire tests Proceedings of the First International Symposium of Structures in Fire, Copenhagen 2000 53-70
7. Huang Z. Burgess I.W. Plank R.J. Non-linear structural modelling of a fire test subject to high restraint Fire Safety Journal 36 8 2001 795-814
8. Lamont S. Usmani A.S. Drysdale D.D. Fire protection of steel beams in composite framed structures Proceedings of the 2001 Interflam Conference, Edinburgh 2001 407-418
9. O'Callaghan D.J. O'Connor M.A. Comparison of finite element models of composite steel framed buildings behaviour in fire Proceedings of the First International Symposium of Structures in Fire, Copenhagen 2000 41-52
10. Huang Z. Burgess I.W. Plank R.J. Nonlinear analysis of reinforced concrete slabs subjected to fire ACI Structural Journal 96 1 1999 127-135
11. Huang Z. Burgess I.W. Plank R.J. Effective stiffness modelling of composite concrete slabs in fire Engineering Structures 22 2000 1133-1144
12. Izzuddin B.A. Elghazouli A.Y. Tao X. Realistic modelling of composite floor slabs under fire conditions Proceedings of 15th ASCE Engineering Mechanics Conference, June, New York 2002
13. Gillie M. Usmani A. Rotter M. O'Connor M. Modelling of heated composite floor slabs with reference to the Cardington experiments Fire Safety Journal 36 8 2001 745-767
14. Lim L, Wade C. Experimental fire tests of two-way concrete slabs. Fire Engineering Research Report 02/12. University of Canterbury and BRANZ Ltd, New Zealand, 2002.
15. Lim L. Membrane action in fire exposed concrete floor systems. Ph.D. thesis, University of Canterbury, New Zealand, 2003.
16. Franssen J.M. SAFIR: a thermal/structural program modelling structures under fire Proceedings of the North American Steel Construction Conference, April, A.I.S.C. Inc., Baltimore 2003
17. Talamona D. Franssen J.M. New quadrangular shell element in Safir Proceedings of the First International Symposium of Structures in Fire, Copenhagen 2000 195-210
18. Batoz J.L. Tahar M.B. Evaluation of a new quadrilateral thin plate bending element International Journal of Numerical Methods in Engineering 18 1982 1655-1677
19. Ehm C. Schneider U. The high temperature behaviour of concrete under biaxial conditions Cement and Concrete Research 15 1 1985 27-34
20. Eurocode 2: Design of concrete structures. ENV 1992: Part 1-2: General rules-structural fire design. European Committee for Standardization, Brussels, 1995.
21. Talamona D, Franssen JM. A quadrangular shell finite element for concrete and steel structures subjected to fire. Computers and Structures, submitted for publication.
22. Vila Real P.M.M. Franssen J.M. Lateral torsional buckling of steel I-beams in case of fire-numerical modelling Proceedings of the First International Symposium of Structures in Fire, Copenhagen 2000 71-93
23. Eurocode 3: Design of steel structures. ENV 1993 Part 1-2: General rules-structural fire design. European Committee for Standardization, Brussels, 1995.
24. Lamont S. Usmani A.S. Drysdale D.D. Heat transfer analysis of the composite slab in the Cardington frame fire tests Fire Safety Journal 36 8 2001 815-839