Local, distortional, and Euler buckling of thin-walled columns

Journal of Structural Engineering

Volumn 128, Issue 3, 2002, Pages 289-299

  Schafer, B W ^a  

^a JOHNS HOPKINS UNIVERSITY   (United States)

Author keywords

Buckling; Cold formed steel; Columns; Thin wall structures

Indexed keywords

COLD-FORMED STEEL; COLUMNS; ELASTIC BUCKLING; RATIONAL ANALYSIS;

BUCKLING; COLD FORMING MACHINES; INTEGRATION; RESIDUAL STRESSES; STEEL; THIN WALLED STRUCTURES;

COLUMNS (STRUCTURAL);

EID: 0344858812     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2002)128:3(289)     Document Type: Article

References (20)

1. AISI. (1996). Cold-Formed Steel Design Manual, American Iron and Steel Institute, Washington, D.C.
2. Baldassino, N., and Hancock, G. (1999). "Distortional buckling of cold-formed steel storage rack section including perforations." Proc., 4th Int. Conf. on Steel and Aluminum Structures (ICSAS '99), Espoo, Finland.
3. Cheung, Y. K., and Tam, L. G. (1998). Finite Strip Method, Chemical Rubber. Boca Raton, Fla.
4. Desmond, T. P., Peköz, T., and Winter, G. (1981). "Edge stiffeners for thin-walled members." J. Struct. Div., ASCE, 107(ST2), 329-353.
5. Hancock, G. J., Kwon, Y. B., and Bernard, E. S. (1994). "Strength design curves for thin-walled sections undergoing distortional buckling." J. Constr. Steel Res., 31(2-3), 169-186.
6. Hancock, G. J., Rogers, C. A., and Schuster, R. M. (1996). "Comparison of the distortional buckling method for flexural members with tests." Proc., 13th Int. Specialty Conf. on Cold-Formed Steel Structures, St. Louis.
7. Kwon, Y. B., and Hancock, G. J. (1992). "Tests of cold-formed channel with local and distortional buckling." J. Struct. Eng., 118(7), 1786-1803.
8. Lau, S. C. W., and Hancock, G. J. (1987). "Distortional buckling formulas for channel columns." J. Struct. Eng., 113(5), 1063-1078.
9. Loughlan, J. (1979). "Mode interaction in lipped channel columns under concentric or eccentric loading." PhD thesis, Univ. of Strathclyde, Glasgow.
10. Miller, T. H., and Peköz, T. (1994). "Load-eccentricity effects on cold-formed-steel lipped-channel columns." J. Struct. Eng., 120(3), 805-823.
11. Mulligan, G. P. (1983). "The influence of local buckling on the structural behavior of singly-symmetric cold-formed steel columns." PhD thesis. Cornell Univ., Ithaca, N.Y.
12. Peköz, T. (1987). "Development of a unified approach to the design of cold-formed steel members." Research Rep. No. CF 87-1, American Iron and Steel Institute, Washington, D.C.
13. Polyzois, D., and Charnvarnichborikarn, P. (1993). "Web-flange interaction in cold-formed steel Z-section columns." J. Struct. Eng., 119(9). 2607-2628.
14. Schafer, B. W. (1997). "Cold-formed steel behavior and design: Analytical and numerical modeling of elements and members with longitudinal stiffeners." PhD dissertation. Cornell Univ., Ithaca, N.Y.
15. Schafer, B. W. (2000). "Distortional buckling of cold-formed steel columns: Final report" Sponsored by the American Iron and Steel Institute. Washington. D.C.
16. Schafer. B. W., and Peköz, T. (1998a). "Computational modeling of cold-formed steel: Characterizing geometric imperfections and residual stresses." J. Constr. Steel Res., 47(3).
17. Schafer, B. W., and Peköz, T. (1998b). "Direct strength prediction of cold-formed steel members using numerical elastic buckling solutions." 14th Int. Specialty Conf. on Cold-Formed Steel Structures, St. Louis.
18. Schafer, B. W., and Peköz, T. (1999). "Laterally braced cold-formed steel flexural members with edge stiffened flanges." J. Struct. Eng., 125(2), 118-127.
19. Thomasson, P. (1978). "Thin-walled C-shaped panels in axial compression." Swedish Council for Building Research, D1 1978. Stockholm, Sweden.
20. Yu, W. W. (2000). Cold-Formed Steel Design, Wiley, New York.