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Article: Buckling of stainless steel square hollow section compression members

TitleBuckling of stainless steel square hollow section compression members
Authors
KeywordsBuckling
Cold-Formed Steel
Experimental Investigation
Fixed-Ended Columns Square Hollow Section
Stainless Steel
Structural Design
Tubular Members
Issue Date2003
PublisherElsevier Ltd. The Journal's web site is located at http://www.elsevier.com/locate/jcsr
Citation
Journal Of Constructional Steel Research, 2003, v. 59 n. 2, p. 165-177 How to Cite?
AbstractThis article describes a test program on cold-formed stainless steel square hollow section (SHS) subjected to pure axial compression. A series of tests was compressed between fixed ends. The specimens were cold-rolled from stainless steel sheets. The tests were performed over a range of column lengths, which involved local buckling and overall flexural buckling. Measurements of overall geometric imperfections and material properties of the specimens were conducted. The experimental column strengths were compared with the design strengths predicted by the American, Australian/New Zealand and European specifications for cold-formed stainless steel structures. Generally, the three specifications conservatively predict the strengths of the tested fixed-ended cold-formed stainless steel SHS columns. However, the design rules in the Australian/New Zealand Standard are slightly more reliable than the design rules in the American and European specifications. © 2002 Elsevier Science Ltd. All rights reserved.
Persistent Identifierhttp://hdl.handle.net/10722/150206
ISSN
2015 Impact Factor: 1.702
2015 SCImago Journal Rankings: 1.746
ISI Accession Number ID
References

 

DC FieldValueLanguage
dc.contributor.authorLiu, Yen_US
dc.contributor.authorYoung, Ben_US
dc.date.accessioned2012-06-26T06:02:23Z-
dc.date.available2012-06-26T06:02:23Z-
dc.date.issued2003en_US
dc.identifier.citationJournal Of Constructional Steel Research, 2003, v. 59 n. 2, p. 165-177en_US
dc.identifier.issn0143-974Xen_US
dc.identifier.urihttp://hdl.handle.net/10722/150206-
dc.description.abstractThis article describes a test program on cold-formed stainless steel square hollow section (SHS) subjected to pure axial compression. A series of tests was compressed between fixed ends. The specimens were cold-rolled from stainless steel sheets. The tests were performed over a range of column lengths, which involved local buckling and overall flexural buckling. Measurements of overall geometric imperfections and material properties of the specimens were conducted. The experimental column strengths were compared with the design strengths predicted by the American, Australian/New Zealand and European specifications for cold-formed stainless steel structures. Generally, the three specifications conservatively predict the strengths of the tested fixed-ended cold-formed stainless steel SHS columns. However, the design rules in the Australian/New Zealand Standard are slightly more reliable than the design rules in the American and European specifications. © 2002 Elsevier Science Ltd. All rights reserved.en_US
dc.languageengen_US
dc.publisherElsevier Ltd. The Journal's web site is located at http://www.elsevier.com/locate/jcsren_US
dc.relation.ispartofJournal of Constructional Steel Researchen_US
dc.subjectBucklingen_US
dc.subjectCold-Formed Steelen_US
dc.subjectExperimental Investigationen_US
dc.subjectFixed-Ended Columns Square Hollow Sectionen_US
dc.subjectStainless Steelen_US
dc.subjectStructural Designen_US
dc.subjectTubular Membersen_US
dc.titleBuckling of stainless steel square hollow section compression membersen_US
dc.typeArticleen_US
dc.identifier.emailYoung, B:young@hku.hken_US
dc.identifier.authorityYoung, B=rp00208en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.doi10.1016/S0143-974X(02)00031-7en_US
dc.identifier.scopuseid_2-s2.0-0036487757en_US
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-0036487757&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume59en_US
dc.identifier.issue2en_US
dc.identifier.spage165en_US
dc.identifier.epage177en_US
dc.identifier.isiWOS:000179680200002-
dc.publisher.placeUnited Kingdomen_US
dc.identifier.scopusauthoridLiu, Y=7410223676en_US
dc.identifier.scopusauthoridYoung, B=7402192398en_US

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