A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Design of Cold-Formed Singly Symmetric Compression Members
This report presents a comparison of test strengths of cold-formed plain and lipped channels with the design rules of the Australian/New Zealand, American (AISI) and European specifications for cold-formed steel structures. The tests were previously reported by the authors, comprising different geometries of cross-section fabricated by brake-pressing from high strength zinc-coated Grade G450 (nominal yield stress of 450MPa) structural steel sheet. Tests were performed over a range of lengths such that the complete column curves were obtained for four cross-sections. The failure modes involved pure local buckling and distoritional buckling as well as overall flexural buckling and flexural-torsional buckling. Both pin-ended and fixed-ended tests were performed.
Design of Cold-Formed Singly Symmetric Compression Members
This report presents a comparison of test strengths of cold-formed plain and lipped channels with the design rules of the Australian/New Zealand, American (AISI) and European specifications for cold-formed steel structures. The tests were previously reported by the authors, comprising different geometries of cross-section fabricated by brake-pressing from high strength zinc-coated Grade G450 (nominal yield stress of 450MPa) structural steel sheet. Tests were performed over a range of lengths such that the complete column curves were obtained for four cross-sections. The failure modes involved pure local buckling and distoritional buckling as well as overall flexural buckling and flexural-torsional buckling. Both pin-ended and fixed-ended tests were performed.
Design of Cold-Formed Singly Symmetric Compression Members
B. Young (author) / K. J. R. Rasmussen (author)
1997
128 pages
Report
No indication
English
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