Behaviour of thin-walled steel box sections with or without internal restraint

Journal of Constructional Steel Research

Volumn 47, Issue 1-2, 1998, Pages 73-91

  Bridge, Russell Q ^a   O'Shea, Martin D ^a  

^a UNIVERSITY OF WESTERN SYDNEY   (Australia)

Author keywords

Design; Local buckling strength; Steel; Thin walled box sections; Ultimate strength

Indexed keywords

BUCKLING STRENGTH; STEEL BOX SECTIONS; ULTIMATE STRENGTH;

BUCKLING; RESIDUAL STRESSES; STANDARDS; STRENGTH OF MATERIALS; STRESS ANALYSIS; STRUCTURAL ANALYSIS;

STEEL STRUCTURES;

EID: 0032108787     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(98)80103-X     Document Type: Article

References (18)

1. Grimault JP, Janss J. Reduction of the bearing capacity of concrete filled hollow sections due to local buckling. Preliminary Report, ECCS Colloquium on Stability of Steel Structures, Liege, 1977:175-79.
2. Wright HD. Buckling of plates in contact with a rigid medium. Structural Engineer 1993;71(12):209-15.
3. Nakai H, Kitada T, Yoshikawa O. A design method of steel plate elements in concrete-filled square steel tubular columns. Proc Jpn Soc Civ Engrs 1985;I-3:405-13.
4. Ge H, Usami T. Strength of concrete-filled thin-walled steel box columns: experiment. J Struct Eng, ASCE 1992;118(11):3036-54.
5. Uy B, Bradford MA. Slenderness limits for thin steel plates restrained by concrete. In: Proceedings, Australasian Structural Engineering Conference. Sydney: Institution of Engineers, Australia, 1994:613-18.
6. AISC-LRFD, Load and Resistance Factor Design Volume 1 Structural Members, Specifications and Codes, 2nd edition. American Institute of Steel Construction, Chicago, 1994.
7. AISI-LRFD, Load and Resistance Factor Design Specification for Cold-Formed Steel Structural Members, 1991 edition. American Iron and Steel Institute, New York, 1991.
8. AS 4100, Steel Structures. Sydney: Standards Australia, 1990.
9. BS 5950, Structural Use of Steelwork in Building, Part 5: Code of Practice for Design of Cold Formed Sections. London: British Standards Institution, 1987.
10. Hancock GJ. Local buckling analysis of plates and distortional buckling of sections. Course Notes, P2.201, Stability of Structures. Sydney: School of Civil Engineering, The University of Sydney, 1994.
11. O'Shea MD, Bridge RQ. Behaviour of thin-walled steel box sections with or without internal restraint. Research Report. Sydney: The School of Civil Engineering, The University of Sydney, 1997.
12. Bernard ES, Coleman R. Precise geometric measurements of profiled steel decking. Research Report 669. Sydney: School of Civil and Mining Engineering, The University of Sydney, 1993.
13. AS 1391, Method for Tensile Testing of Metals. Sydney: Standards Australia, 1991.
14. Lau SCW, Hancock GJ. Buckling of thin flat-walled structures by a spline finite strip method. Thin-Walled Struct 1986;4(4):269-94.
15. White JD. Longitudinal shrinkage from a single pass weld. Technical Report No. CUED/C-Struct/TR.57. Cambridge (UK): Cambridge University Engineering Department, 1977.
16. Dawson RG, Walker AC. Post-buckling of geometrically imperfect plates. J Struct Eng, ASCE 1972;98(1):75-94.
17. Grigson R, Tyrrell J. Thin-walled steel and concrete composite box columns. Undergraduate Honours Thesis. Sydney: School of Civil and Mining Engineering, The University of Sydney, 1994.
18. Kwon YB, Hancock GJ. Strength tests of cold-formed channel sections undergoing local and distortional buckling. Research Report R640. Sydney: School of Civil and Mining Engineering, The University of Sydney, 1991.