Behavior of cold-formed steel plain angle columns

Journal of Structural Engineering

Volumn 131, Issue 3, 2005, Pages 457-466

  Ellobody, Ehab ^a   Young, Ben ^b,c  

^a Tanta University   (Egypt)

^b UNIVERSITY OF HONG KONG   (Hong Kong)

^c HONG KONG UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Hong Kong)

Author keywords

Buckling; Cold formed steel; Columns; Finite element method; Steel structures; Structural design; Thin wall structures

Indexed keywords

BUCKLING; FAILURE (MECHANICAL); FINITE ELEMENT METHOD; NONLINEAR SYSTEMS; STEEL; STEEL STRUCTURES; STRUCTURAL DESIGN; THIN WALLED STRUCTURES;

BUCKLING BEHAVIOR; CIRCULAR STEEL TUBES; COLD-FORMED STEEL; PLAIN ANGLE COLUMNS;

COLUMNS (STRUCTURAL);

EID: 14644399839     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2005)131:3(457)     Document Type: Article

References (17)

1. ABAQUS Standard User's Manual. (2003). Hibbitt, Karlsson and Sorensen, Inc., Vols. 1, 2 and 3, Version 6.3.
2. American Iron and Steel Institute (AISI). (1996). Specification for the design of cold-formed steel structural members, Washington, D.C.
3. Australian/New Zealand Standard (AS/NZS). (1996). Cold-formed steel structures, AS/NZS 4600:1996, Standards Australia, Sydney, Australia.
4. Australian Standard. (1991). "Methods for tensile testing of metals." AS 1391, Standards Association of Australia, Sydney, Australia.
5. Australian Standard. (1993). "Steel sheet and strip-Hot-dipped zinc-coated or aluminium/zinc-coated." AS 1397, Standards Association of Australia, Sydney, Australia.
6. Bakker, M. C. M., and Pekoz, T., (2003). "The finite element method for thin-walled members-Basic principals." Thin-Walled Struct., 41, 179-189.
7. Gardner, L. (2002). "A new approach to structural stainless steel design." PhD thesis, Department of Civil and Environmental Engineering, Imperial College of Science, Technology and Medicine, London.
8. Hancock, G. J. (2003). "Cold-formed steel structures." J. Constr. Steel Res., 59, 473-487.
9. Jiao, H., and Zhao, X. L. (2003). "Imperfections, residual stress and yield slenderness limit of very high strength (VHS) circular steel tubes." J. Constr. Steel Res., 59, 233-249.
10. Madugula, M. K. S., Prabhu, T. S., and Temple, M. C. (1983). "Ultimate strength of concentrically loaded cold-formed angles." Can. J. Civ. Eng., 10, 60-68.
11. Popovic, D., Hancock, G. J., and Rasmussen, K. J. R. (1999). "Axial compression tests of cold-formed angles." J. Struct. Eng., 125(5), 515-523.
12. Sarawit, A. T., Kim, Y., Bakker, M. C. M., and Pekoz, T. (2003). "The finite element method for thin-walled members-Applications." Thin-Walled Struct., 41, 191-206.
13. Schafer, B. W., and Pekoz, T. (1998). "Computational modeling of cold-formed steel: Characterizing geometric imperfections and residual stresses." J. Constr. Steel Res., 47, 193-210.
14. Weng, C. C., and Pekoz, T. (1990). "Residual stresses in cold-formed steel members." J. Struct. Eng., 116(6), 1611-1625.
15. Young, B. (2004). "Tests and design of fixed-ended cold-formed steel plain angle columns." J. Struct. Eng., 130(12), 1931-1940.
16. Young, B., and Yan, J. (2002). "Finite element analysis and design of fixed-ended plain channel columns." Finite Elem. Anal. Design, 38, 549-566.
17. Yu, W. W. (2000). Cold-formed steel design, 3rd Ed., Wiley, New York.