Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Tests of cold-formed high strength stainless steel compression members
AbstractThe paper describes a test program on cold-formed high strength stainless steel compression members. The duplex stainless steel having the yield stress and tensile strength up to 750 and 850MPa, respectively, was investigated. The material properties of the test specimens were obtained from tensile coupon and stub column tests. The test specimens were cold-rolled into square and rectangular hollow sections. The specimens were compressed between fixed ends at different column lengths. The initial overall geometric imperfections of the column specimens were measured. The strength and behaviour of cold-formed high strength stainless steel columns were investigated. The test strengths were compared with the design strengths predicted using the American, Australian/New Zealand and European specifications for cold-formed stainless steel structures. Generally, it is shown that the design strengths predicted by the three specifications are conservative for the cold-formed high strength stainless steel columns. In addition, reliability analysis was performed to evaluate the current design rules.
Tests of cold-formed high strength stainless steel compression members
AbstractThe paper describes a test program on cold-formed high strength stainless steel compression members. The duplex stainless steel having the yield stress and tensile strength up to 750 and 850MPa, respectively, was investigated. The material properties of the test specimens were obtained from tensile coupon and stub column tests. The test specimens were cold-rolled into square and rectangular hollow sections. The specimens were compressed between fixed ends at different column lengths. The initial overall geometric imperfections of the column specimens were measured. The strength and behaviour of cold-formed high strength stainless steel columns were investigated. The test strengths were compared with the design strengths predicted using the American, Australian/New Zealand and European specifications for cold-formed stainless steel structures. Generally, it is shown that the design strengths predicted by the three specifications are conservative for the cold-formed high strength stainless steel columns. In addition, reliability analysis was performed to evaluate the current design rules.
Tests of cold-formed high strength stainless steel compression members
Young, Ben (Autor:in) / Lui, Wing-Man (Autor:in)
Thin-Walled Structures ; 44 ; 224-234
24.01.2006
11 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Tests of cold-formed high strength stainless steel compression members
Online Contents | 2006
|Experimental Investigation of Cold-Formed High Strength Stainless Steel Compression Members
British Library Conference Proceedings | 2005
|Distortional Buckling of Cold-Formed Stainless Steel Compression Members
British Library Conference Proceedings | 2000
|Distortional Buckling of Cold-Formed Stainless Steel Compression Members
British Library Conference Proceedings | 2000
|Tests on Cold-Formed and Welded Stainless Steel Members
British Library Conference Proceedings | 1999
|