The potential of press-joining in cold-formed steel structures

Construction and Building Materials

Volumn 10, Issue 4, 1996, Pages 243-250

  Pedreschi, R F ^a   Sinha, B P ^a  

^a UNIVERSITY OF EDINBURGH   (United Kingdom)

Author keywords

Cold formed steel; Connections; Structures

Indexed keywords

BENDING (DEFORMATION); JOINTS (STRUCTURAL COMPONENTS); MECHANICAL TESTING; SHEAR STRENGTH; STRUCTURAL ANALYSIS;

COLD FORMED STEEL STRUCTURES; PRESS JOINING;

STEEL STRUCTURES;

EID: 0030168069     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/0950-0618(96)00006-2     Document Type: Article

References (6)

1. The Structural Use of Steel work: Part 4, The design with profiled steel sheeting, British Standard 5950, The British Standards Institute, 1992
2. The Structural Use of Steel work: Part 5, The design of cold-formed steel sections, British Standard 5950, The British Standards Institute, 1992
3. Toma A., Sedlacek, G. and Weyand, K. Connections in cold-formed steel. Thin Walled Struct. 1993, 219-237
4. Pedreschi, R. and Sinha, B.P. A structure is only as good as its joints. Sheet Met. Ind. November 1993, 33
5. Leibig, H.P. Press-joining of sheet metal. Brit. Eng. 1987, 27, 27-33
6. Davies, R., Pedreschi, R., Sinha, B.P. The shear behaviour of press-joining in cold-formed steel structures. Thin Walled Struct. to appear