Lateral-torsional buckling of stainless steel I-beams in case of fire

Journal of Constructional Steel Research

Volumn 64, Issue 11, 2008, Pages 1302-1309

  Vila Real, P M M ^a   Lopes, N ^a   Simoes da Silva L ^b   Franssen, J M ^c  

^a UNIVERSITY OF AVEIRO   (Portugal)

^b UNIVERSITY OF COIMBRA   (Portugal)

^c UNIVERSITY OF LIÈGE   (Belgium)

Author keywords

Eurocode 3; Fire; Lateral torsional buckling; Numerical modelling; Stainless steel

Indexed keywords

BEAMS AND GIRDERS; BUCKLING; COMPUTER SIMULATION; INERT GAS WELDING; NUMERICAL ANALYSIS; STEEL; STEEL CORROSION; STEEL METALLURGY;

BEAM DESIGN; EUROCODE 3; FIRE; I-BEAMS; LATERAL-TORSIONAL BUCKLING; MATE RIAL PROPERTIES; NUMERICAL MODELLING; NUMERICAL SIMULATIONS; NUMERICAL STUDIES; STAINLESS STEELS; STRUCTURAL ELEMENTS;

STAINLESS STEEL;

EID: 50849098488     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jcsr.2008.04.013     Document Type: Article

References (20)

1. Euro Inox e Steel Construction Institute. Design manual for structural stainless steel. 3rd ed. (2006)
2. Estrada I., Real E., and Mirambell E. General behaviour and effect of rigid and non-rigid end post in stainless steel plate girders loaded in shear. Part I: Experimental study. Journal of Constructional Steel Research 63 (2007) 970-984
3. Gardner L. The use of stainless steel in structures. Progress in Structural Engineering and Materials 7 (2005) 45-55
4. European Committee for Standardisation. prEN 1993-1-4, Eurocode 3, Design of Steel Structures-part 1.4. General rules-Supplementary Rules for Stainless Steels. Brussels, Belgium; 2004
5. European Committee for Standardisation. EN 1993-1-2, Eurocode 3, Design of Steel Structures-part 1-2. General rules-Structural fire design. Brussels, Belgium; 2005
6. Rasmussen K. Full-range stress-strain curves for stainless steel alloys. Journal of Constructional Steel Research 59 (2003) 47-61
7. Real E., and Mirambell E. Discussion of "Full-range stress-strain curves for stainless steel alloys" [Journal of Constructional Steel Research, 2003; 59:47-61]. Journal of Constructional Steel Research 59 (2003) 1321-1323
8. Gardner L., and Baddoo N. Fire testing and design of stainless steel structures. Journal of Constructional Steel Research 62 (2006) 532-543
9. European Committee for Standardisation. ENV 1993-1-1, Eurocode 3, Design of Steel Structures-part 1-1. General rules and rules for buildings. Brussels, Belgium; 1992
10. Boissonnade N, Greiner R, Jaspart JP, Lindner J. Rules for member stability in EN 1993-1-1. Background documentation and design guidelines, ECCS; 2006
11. Trahair N.S., and Bradford M.A. The behaviour and design of steel structures to AS 4100. 3rd ed.-Australian (1998), E&FN SPON
12. Trahair N.S., Bradford M.A., and Nethercot D.A. The behaviour and design of steel structures to BS5950 (2001), Spon Press
13. European Committee for Standardisation. EN 1993-1-1, Eurocode 3, Design of Steel Structures-part 1-1. General rules and rules for buildings. Brussels, Belgium; 2005
14. Vila Real P., Lopes N., Silva L., and Franssen J.-M. Parametric analisys of the lateral-torsional buckling resistance of steel beams in case of fire. Fire Safety Journal 42 6-7 (2007) 416-424
15. Lopes N, Vila Real P, Silva L, Mirambell E. Numerical modelling of the lateral-torsional buckling of stainless steel I-beams: Comparison with Eurocode 3, In: Proceedings of the tenth international conference on enhancement and promotion of computational methods in engineering and science. ISBN 7-302-13530-4, Sanya (China); 2006
16. Franssen J.-M. SAFIR A thermal/structural program modelling structures under fire. Engineering Journal, AISC 42 3 (2005) 143-158
17. European Committee for Standardisation. prEN 1090-2. Execution of steel and aluminium structures-Part 2: Technical requirements for the execution of steel structures; 2005
18. Chen W.F., and Lui E.M. Stability design of steel frames (1991), CRC Press
19. Gardner L. The use of stainless steel in structures. Progress in Structural Engineering and Materials 7 2 (2005) 45-55
20. Greiner R, Hörmaier I, Ofner R, Kettler M. Buckling behaviour of stainless steel members under bending. ECCS Technical Committee 8-Stability; 2005