Buckling of stainless steel columns and beams in fire

Engineering Structures

Volumn 29, Issue 5, 2007, Pages 717-730

  Ng, K T ^a   Gardner, L ^a  

^a IMPERIAL COLLEGE LONDON   (United Kingdom)

Author keywords

Beams; Buckling; Columns; Elevated temperature; EN 1993 1 2; Eurocode 3; Fire; Stainless steel; Structures

Indexed keywords

ABAQUS; BUCKLING; COLUMNS (STRUCTURAL); DEFORMATION; FIRES; HIGH TEMPERATURE EFFECTS; STEEL BEAMS AND GIRDERS; STIFFNESS; STRENGTH OF MATERIALS;

BUCKLING PHENOMENA; ELEVATED TEMPERATURE; MATERIAL PROPERTIES; STAINLESS STEEL COLUMNS;

STAINLESS STEEL;

ABAQUS; BUCKLING; COLUMNS (STRUCTURAL); DEFORMATION; FIRES; HIGH TEMPERATURE EFFECTS; STAINLESS STEEL; STEEL BEAMS AND GIRDERS; STIFFNESS; STRENGTH OF MATERIALS;

BUCKLING; COLUMN; STEEL;

EID: 33947276460     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2006.06.014     Document Type: Article

References (31)

1. Wang Y.C. Steel and composite structures - behaviour and design for fire safety (2002), Spon Press
2. Buchanan A.H. Structural design for fire safety (2001), John Wiley and Sons Ltd
3. Lennon T., and Moore D. The natural fire safety concept - full-scale tests at Cardington. Fire Safety Journal 38 7 (2003) 623-643
4. Wang Y.C. Effects of structural continuity on fire resistant design of steel columns in non-sway multi-storey frames. Fire Safety Journal 28 2 (1997) 101-116
5. Liu T.C.H., Fahad M.K., and Davies J.M. Experimental investigation of behaviour of axially restrained steel beams in fire. Journal of Constructional Steel Research 58 9 (2002) 1211-1230
6. Bailey C.G. Membrane action of slab/beam composite floor systems in fire. Engineering Structures 26 12 (2004) 1691-1703
7. Gardner L. The use of stainless steel in structures. Progress in Structural Engineering and Materials 7 2 (2005) 45-55
8. EN 1993-1-2. Eurocode 3: Design of steel structures-Part 1.2: General rules-Structural fire design (2005), CEN
9. Gardner L., and Ng K.T. Temperature development in structural stainless steel sections exposed to fire. Fire Safety Journal 41 3 (2006) 185-203
10. EN 10088-2. Stainless steels - Part 2: Technical delivery conditions for sheet/plate and strip for general purposes (2005), CEN
11. Baddoo NR, Gardner L. Member behaviour at elevated temperatures: Work package 5.2. ECSC project 'Development of the use of stainless steel in construction'. Contract no. 7210 SA/842. UK: The Steel Construction Institute; 2000
12. Gardner L., and Baddoo N.R. Fire testing and design of stainless steel structures. Journal of Constructional Steel Research 62 6 (2006) 532-543
13. Ala-Outinen T, Oksanen T. Stainless steel compression members exposed to fire. VTT research notes 1864. Espoo (Finland); 1997
14. Ala-Outinen T. Fire resistance of stainless steel structures. In: Proceedings of the second European conference on steel structures (Eurosteel 1999). 1999. p. 165-68
15. Zhao B, Blanguernon A. Member tests in fire and structural fire design guidance. Work package 6: Elevated temperature properties. ECSC project 'Structural design of cold-worked austenitic stainless steel'. Contract no. 7210-PR-318. UK: The Steel Construction Institute; 2004
16. Ala-Outinen T. Members with Class 4 cross-sections in fire: Work package 3. ECSC project 'Stainless steel in fire (SSIF)'. Contract no. RFS-CR-04048. VTT. [Confidential]. 2005
17. ISO-834-1. Fire-resistance tests-Elements of building construction-Part 1: General requirements (1999), International Organization for Standardization, Geneva
18. ABAQUS. ABAQUS/Standard user's manual volumes I-III and ABAQUS CAE Manual, version 6.4 (2003), Hibbitt, Karlsson & Sorensen, Inc., Pawtucket (USA)
19. Gardner L., and Ashraf M. Structural design for non-linear metallic materials. Engineering Structures 28 6 (2006) 926-934
20. Gardner L., and Nethercot D.A. Numerical modelling of stainless steel structural components - a consistent approach. Journal of Structural Engineering, ASCE 130 10 (2004) 1586-1601
21. Ashraf M., Gardner L., and Nethercot D.A. Strength enhancement of the corner regions of stainless steel cross-sections. Journal of Constructional Steel Research 61 1 (2005) 37-52
22. Ala-Outinen T. Fire resistance of austenitic stainless steels Polarit 725 (EN 1.4301) and Polarit 761 (EN 1.4571). VTT research notes 1760, Espoo (Finland); 1996
23. Ashraf M, Gardner L, Nethercot DA. Numerical modelling of stainless steel open sections. In: Proceedings of the fourth European conference on steel and composite structures - Eurosteel. 2005. p. 1.2-197-204
24. Rasmussen K.J.R., and Hancock G.J. Design of cold-formed stainless steel tubular members. I: Columns. Journal of Structural Engineering, ASCE 119 8 (1993) 2349-2367
25. Ellobody E., and Young B. Structural performance of cold-formed high strength stainless steel columns. Journal of Constructional Steel Research 61 12 (2005) 1631-1649
26. Dawson R.G., and Walker A.C. Post-buckling of geometrically imperfect plates. Journal of the Structural Division, ASCE 98 ST1 (1972) 75-94
27. EN 1991-1-2. Eurocode 1: actions on structures-Part 1.2: General actions-Actions on structures exposed to fire (2002), CEN
28. Euro Inox/SCI. Design manual for structural stainless steel. 2nd ed. Building series vol. 3 (2002), Euro Inox and the Steel Construction Institute
29. CTICM/CSM. Stainless steel column buckling behaviour at elevated temperatures - comparison of Euro Inox and CTICM methods. Centro Sviluppo Materiali S.p.A; 2005
30. prEN 1993-1-4. Eurocode 3: Design of steel structures-Part 1.4: General rules-supplementary rules for stainless steels (2004), CEN
31. ENV 1993-1-2. Eurocode 3: Design of steel structures - Part 1.2: General rules - structural fire design (2001), CEN