Behavior of low ductility steels in cold-formed steel connections

Thin-Walled Structures

Volumn 25, Issue 2, 1996, Pages 135-151

  Seleim, S ^a   Laboube, R ^b  

^a Fayoum University   (Egypt)

^b MISSOURI UNIVERSITY OF SCIENCE AND TECHNOLOGY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BOLTED JOINTS; DUCTILITY; FAILURE (MECHANICAL); MATHEMATICAL MODELS; METAL FORMING; SPECIFICATIONS; STRENGTH OF MATERIALS;

COLD FORMING; EDGE DISTANCE; LOW DUCTILITY STEEL; SHEET THICKNESS; SHEET WIDTH; STEEL CONNECTIONS;

STEEL;

EID: 0030174145     PISSN: 02638231     EISSN: None     Source Type: Journal    
DOI: 10.1016/0263-8231(95)00039-9     Document Type: Article

References (6)

1. American Iron and Steel Institute, Specification for the Design of Cold-Formed Steel Structural Members, 1986 edition with the 1989 Addendum. AISI, Washington, DC, 1986.
2. Yu, W. W., Cold-Formed Steel Design, 2nd edn. Wiley-Interscience, New York, 1994.
3. Dhalla, A. K. & Winter, G., Suggested steel ductility requirements. J. Struct. Div., ASCE, 100(ST2) (1974).
4. Dhalla, A. K., Errera, S. J. & Winter, G., Connections in thin low-ductility steels. J. Struct. Div., ASCE, 97(ST10) (1971).
5. Dhalla, A. K. & Winter, G., Steel ductility measurements. J. Struct. Div., ASCE, 100(ST2) (1974).
6. American Institute of Steel Construction, Manual of Steel Construction -Allowable Stress Design, 9th edn. AISC, Chicago, IL, 1989.