Numerical investigation of the interaction of local and overall buckling of stainless steel i-columns

Journal of Structural Engineering

Volumn 135, Issue 11, 2009, Pages 1349-1356

  Becque, Jurgen ^a   Rasmussen, Kim J R ^a  

^a UNIVERSITY OF SYDNEY   (Australia)

Author keywords

Buckling; Finite element method; Numerical analysis; Stainless steel; Steel columns

Indexed keywords

ABAQUS SOFTWARE; DESIGN GUIDELINES; DESIGN STANDARD; EXPERIMENTAL DATA; FINITE-ELEMENT MODELS; INTERACTION EFFECT; NON-LINEAR STRESS-STRAIN BEHAVIOR; NORTH AMERICAN; NUMERICAL DATA; NUMERICAL INVESTIGATIONS; OVERALL BUCKLING; PARAMETRIC STUDY; SPECIFIC MATERIALS; STEEL COLUMNS; TEST SPECIMENS; ULTIMATE CAPACITY; UNIVERSITY OF SYDNEY;

BUCKLING; COLD WORKING; COLUMNS (STRUCTURAL); CORROSION RESISTANT ALLOYS; FINITE ELEMENT METHOD; STEEL CONSTRUCTION;

STAINLESS STEEL;

EID: 70350051312     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)ST.1943-541X.0000052     Document Type: Article

References (23)

1. ABAQUS/standard user's manual, volumes I-III; ABAQUS/CAE manual, v6.5. (2005). Hibbit, Karlsson, and Sorensen, ABAQUS Inc., Pawtucket, R.I.
2. ASCE. (2002). Specification for the design of cold-formed stainless steel structural members, ASCE, Reston, Va.
3. Ashraf, M., Gardner, L., and Nethercot, D. A. (2006). " Compression strength of stainless steel cross-sections.." J. Constr. Steel Res. 0143-974X, 62 (1-2), 105-115. 10.1016/j.jcsr.2005.04.010 (Pubitemid 41454976)
4. Australian Standard/New Zealand Standard. (2001). " Cold-formed stainless steel structures.." AS/NZS 4673, Sydney, Australia.
5. Becque, J., Lecce, M., and Rasmussen, K. J. R. (2008). " The direct strength method for stainless steel compression members.." J. Constr. Steel Res. 0143-974X, 64 (11), 1231-1238. 10.1016/j.jcsr.2008.07.007
6. Becque, J., and Rasmussen, K. J. R. (2006). " Experimental investigation of the interaction of local and overall buckling of cold-formed stainless steel sections.." Research Rep. No. 873, School of Civil Engineering, Univ. of Sydney, Sydney, Australia.
7. Becque, J., and Rasmussen, K. J. R. (2009). " Experimental investigation of the interaction of local and overall buckling of stainless steel I-Columns.." J. Struct. Eng., 135 (11), 1340-1348.
8. Ellobody, E. (2007). " Buckling analysis of high strength stainless steel stiffened and unstiffened slender hollow section columns.." J. Constr. Steel Res. 0143-974X, 63 (2), 145-155. 10.1016/j.jcsr.2006.04.007 (Pubitemid 44634720)
9. Ellobody, E., and Young, B. (2005). " Structural performance of cold-formed high strength stainless steel columns.." J. Constr. Steel Res. 0143-974X, 61 (12), 1631-1649.
10. European Committee for Standardization (CEN). (2004). " Design of steel structures, part 1.4.." Eurocode3-1.4, Brussels.
11. Gardner, L., and Nethercot, D. A. (2004). " Numerical modeling of stainless steel structural components-A consistent approach.." J. Struct. Eng. 0733-9445, 130 (10), 1586-1601. 10.1061/(ASCE)0733-9445(2004)130:10(1586) (Pubitemid 40264521)
12. Hill, R. (1950). The mathematical theory of plasticity, Oxford University Press, Oxford, U.K.
13. Lecce, M. (2006). " Distortional buckling of stainless steel sections.." Ph.D. thesis, Univ. of Sydney, Sydney, Australia.
14. Lin, S. H., Yu, W. W., and Galambos, T. V. (1992). " ASCE LRFD method for stainless steel structures.." J. Struct. Eng. 0733-9445, 118 (4), 1056-1070. 10.1061/(ASCE)0733-9445(1992)118:4(1056)
15. Papangelis, J. P., and Hancock, G. J. (1995). " Computer analysis of thin-walled structural members.." Comput. Struct. 0045-7949, 56 (1), 157-176. 10.1016/0045-7949(94)00545-E
16. Ramberg, W., and Osgood, W. R. (1943). " Description of stress-strain curves by three parameters.." Technical Rep. No. 902, NACA.
17. Rasmussen, K. J. R., Burns, T., Bezkorovainy, P., and Bambach, M. R. (2003). " Numerical modeling of stainless steel plates in compression.." J. Constr. Steel Res. 0143-974X, 59 (11), 1345-1362. 10.1016/S0143-974X(03)00086-5 (Pubitemid 37042288)
18. Rasmussen, K. J. R., and Rondal, J. (1997). " Strength curves for metal columns.." J. Struct. Eng. 0733-9445, 123 (6), 721-728. 10.1061/(ASCE)0733-9445(1997)123:6(721)
19. Schafer, B. W., and Peköz, T. (1998). " Computational modeling of cold-formed steel: Characterizing geometric imperfections and residual stresses.." J. Constr. Steel Res. 0143-974X, 47 (3), 193-210. 10.1016/S0143-974X(98)00007-8
20. van der Neut, A. (1969). " The interaction of local buckling and column failure of thin-walled compression members.." Proc., 12th Int. Congress on Applied Mechanics, Springer, Berlin, Germany, 389-399.
21. Walker, A. C. (1975). Design and analysis of cold-formed sections, International Textbook Company Ltd., London.
22. Winter, G. (1940). " Strength distribution in and equivalent width of flanges of wide, thin-walled steel beams.." Technical Rep. No. 784, NACA.
23. Young, B., and Ellobody, E. (2006). " Column design of cold-formed stainless steel slender circular hollow sections.." Steel Compos. Struct. 1229-9367, 6 (4), 285-302.