Advanced Connection Techniques for Cold-Formed Steel Structures
Publication: Journal of Structural Engineering
Volume 123, Issue 2
Abstract
Cold-formed steel structures are used extensively in buildings. The use of structural frames and trusses fabricated from cold-formed steel sections is increasing. A key element in the manufacturing of such structures is the nature of the connection between sections. Many conventional connection techniques have some disadvantages. The paper describes and summarizes a major investigation into the application of a new technique, known as press-joining. An extensive program of small-scale shear and bending tests was carried out. A series of full-scale trusses was constructed and tested. It is shown that effective structures can be constructed using the technique. A theoretical method for predicting the strength of joints is presented.
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References
1.
Beyer, R. (1988). “Druckfügen [press joining]. Industrie Anzeiger, 16, 26–29, Germany (in German).
2.
British Standard 5950: part 5. (1987). “The structural use of steelwork: part 5—the design of cold-formed steel sections.” The British Standards Institute, London.
3.
Davies, R., Pedreschi, R., and Sinha, B. P. (1996). “The shear behaviour of press-joining in cold-formed steel structures.”The J. Thin-walled Struct., 25(3), 153–170, Great Britain.
4.
Handbuch zum druckfugen[handbook for press joining]. (1990). Eckold GMBH, St. Andreasburg, Germany.
5.
Leibig, H. P. (1987). “Press-joining of sheet metal.”The British Engr., 27, 27–33, England.
6.
Leibig, H. P., and Bober, J. (1986). “Über die eignung höherfester stahlbleche zum druckfügen [on the suitability of high strength steel sheet for press joining].”Stahl und Eisen, 106(8), 363–370, Düsseldorf, Germany (in German).
7.
Pedreschi, R., and Sinha, B. P. (1993). “A structure is only as good as its joints.”Sheet Metal Industries, Nov., 33(11), 33, England.
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Copyright © 1997 American Society of Civil Engineers.
History
Published online: Feb 1, 1997
Published in print: Feb 1997
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