On the distortional post-buckling behavior of cold-formed lipped channel steel columns

Proceedings - Annual Stability Conference, Structural Stability Research Council

Volumn , Issue , 2002, Pages 571-590

  Prola, Luís Carlos ^a   Camotim, Dinar ^a  

^a UNIVERSITY OF LISBON   (Portugal)

Author keywords

[No Author keywords available]

Indexed keywords

BOUNDARY CONDITIONS; BUCKLING; CURVE FITTING; ELASTICITY; METAL FORMING; NUMERICAL ANALYSIS; STEEL STRUCTURES; TRAJECTORIES;

AXIAL DISPLACEMENT; COLD FORMING; ROTATIONAL RESTRAINT;

COLUMNS (STRUCTURAL);

EID: 3042766380     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (10)

1. Batista E., Vazquez E., Nagahama K. & Camotim D. (2000). Study on the Local Plate and Distortional Buckling Modes in Cold-Formed Steel Profiles, Proceedings of XXIX South American Structural Engineering Conference, 18 (full paper in CD-ROM), (in Portuguese)
2. Camotim D., Batista E., Prola L.C. & Vazquez E. (2000). Local Post-Buckling Behaviour of Cold-Formed Steel Rack Columns, Coupled Instabilities in Metal Structures (CIMS'2000), D. Camotim, D. Dubina & J. Rondal (Eds.), Imperial College Press, 213-222.
3. Hibbit, Karlsson and Sorensen Inc. (1998). ABAQUS Standard (Vrs. 5.8).
4. Kwon Y.B. & Hancock G.J. (1992). Strength Tests of Cold-Formed Channel Sections Undergoing Local and Distortional Buckling, Journal of Structural Engineering (ASCE), 117(2), 1786-1803.
5. Kwon Y.B. & Hancock, G.J. (1993). Postbuckling Analysis of Thin-Walled Channel Sections Undergoing Local and Distortional Buckling, Computers and Structures, 49(3), 507-516.
6. Lau S.C. & Hancock G.J. (1987). Distortional Buckling Formulas for Channel Columns", Journal of Structural Engineering (ASCE), 113(5), 1063-1078.
7. Prola L.C. (2001). Local and Global Stability of Cold-Formed Steel Members, Ph.D. Thesis, Civil Engineering Department, Technical University of Lisbon, (in Portuguese)
8. Schafer B.W. & Peköz T. (1999). Laterally Braced Cold-Formed Steel Members with Edge Stiffened Flanges, Journal of Structural Engineering (ASCE), 125(2), 118-127.
9. Sridharan S. (1982). A Semi-Analytical Method for the Post-Local-Torsional Buckling Analysis of Prismatic Plate Structures, International Journal of Numerical Methods in Engineering, 18(2), 685-1697.
10. Standards Association of Australia (1996). The Australian/New Zealand Cold-Formed Steel Structures Standard, AS/NZS 4600.