Design Methods for Profiled Steel Decks with Intermediate Stiffeners

Journal of Constructional Steel Research

Volumn 38, Issue 1, 1996, Pages 61-88

  Bernard, E Stefan ^a   Bridge, Russell Q ^a   Hancock, Gregory J ^b  

^a UNIVERSITY OF WESTERN SYDNEY   (Australia)

^b NONE

Author keywords

[No Author keywords available]

Indexed keywords

STIFFENERS;

BENDING STRENGTH; BUCKLING; DESIGN; MECHANICAL TESTING; STEEL SHEET; STIFFNESS;

STRUCTURAL PANELS;

EID: 0030142426     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/0143-974X(96)00010-7     Document Type: Article

References (17)

1. Bernard, E. S., Bridge, R. Q. & Hancock, G. J., Intermediate Stiffeners in Cold-formed Profiled Steel Decks Part I - 'V' Shaped Stiffeners. Research Report R653, School of Civil and Mining Engineering, University of Sydney, NSW, Australia.
2. Bernard, E. S., Bridge, R. Q. & Hancock, G. J., Intermediate Stiffeners in Cold-formed Profiled Steel Decks Part 2 - 'Flat-hat' Shaped Stiffeners. Research Report R658, School of Civil and Mining Engineering, University of Sydney, NSW, Australia.
3. Bernard, E. S., Bridge, R. Q. & Hancock, G. J., Tests on profiled steel decks with V-stiffeners. J. Struct Engng, ASCE, 119 (1993) 2277-2293.
4. Bernard, E. S., Bridge, R. Q. & Hancock, G. J., Tests on profiled steel decks with flat hat Stiffeners. J. Struct. Engng, ASCE, 121 (1995) 1175-1182.
5. Standards Association of Australia, AS 1397, Steel Sheet and Strip - Hot-Dipped Zinc Coated or Aluminium/Zinc Coated. Standards Association of Australia, NSW, Australia, 1984.
6. Bernard, E. S. & Coleman, R., Precise Geometric Measurement of Profiled Steel Decks. Research Report R669, School of Civil and Mining Engineering, University of Sydney, NSW, Australia.
7. American Iron and Steel Institute, LRFD Specification for Cold-formed Steel Structural Members. AISI, Washington.
8. Eurocode 3, Design of Steel Structures, Part 1.3. Commission of the European Communities, Brussels, 1992 draft.
9. Standards Association of Australia, AS 1538, Cold-formed Steel Structures. Standards Association of Australia, NSW, Australia, 1988.
10. Hancock, G. J., Local, distortional and lateral buckling of I-beams. J. Struct. Div., ASCE, 104(ST11) (1978) 1787-1798.
11. Papangelis, J. P. & Hancock, G. J., Computer analysis of thin-walled structural members. Computers Structures, 56 (1995) 157-176.
12. Winter, G., Stress Distribution in and Equivalent Width of Flanges of Wide, Thin-Walled Steel Beams. NACA Technical Note 784, 1940.
13. American Iron and Steel Institute, Specification for the Design of Cold-formed Steel Structural Members. AISI, Washington, 1980.
14. Hancock, G. J., Kwon, Y. B. & Bernard, E. S., Strength design curves for thin-walled sections undergoing distortional buckling. J. Construct. Steel Res., 31 (1994) 169-186.
15. Kwon, Y. B. & Hancock, G. J., Tests of cold-formed channels undergoing local and distortional buckling. J. Struct. Engng, ASCE, 111 July (1992) 1786-1803.
16. Peköz, T., Development of a unified approach to the design of cold-formed steel members. Eighth Int. Specialty Conf. on Cold-formed Steel Structures. St. Louis, MO, 1986, pp. 77-84.
17. Serrette, R. & Peköz, T., Behavior of thin-walled sections with laterally unsupported compression flanges. Canadian Soc. of Civil Engineers Conf., May 1991.