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Article: Experimental and numerical investigation of high strength stainless steel structures

TitleExperimental and numerical investigation of high strength stainless steel structures
Authors
KeywordsCold-formed steel
Experimental investigation
Finite element analysis
High strength steel
Stainless steel structures
Structural stability
Tubular structures
Issue Date2008
PublisherElsevier Ltd. The Journal's web site is located at http://www.elsevier.com/locate/jcsr
Citation
Journal Of Constructional Steel Research, 2008, v. 64 n. 11, p. 1225-1230 How to Cite?
AbstractThe paper summarises research on high strength stainless steel tubular structures conducted at the University of Hong Kong, and the Hong Kong University of Science and Technology. Square and rectangular hollow sections were investigated. The test specimens were cold-rolled from high strength austenitic and duplex stainless steel sheets. The material properties of the test specimens were determined by tensile coupon tests at normal room and elevated temperatures. The initial geometric imperfection and residual stress of the specimens were measured. The experimental and numerical investigation focused on the design and behaviour of cold-formed high strength stainless steel structural members. The results were compared with design strengths calculated using the American, Australian/New Zealand and European specifications for cold-formed stainless steel structures. © 2008 Elsevier Ltd. All rights reserved.
Persistent Identifierhttp://hdl.handle.net/10722/58517
ISSN
2023 Impact Factor: 4.0
2023 SCImago Journal Rankings: 1.261
ISI Accession Number ID
References

 

DC FieldValueLanguage
dc.contributor.authorYoung, Ben_HK
dc.date.accessioned2010-05-31T03:31:49Z-
dc.date.available2010-05-31T03:31:49Z-
dc.date.issued2008en_HK
dc.identifier.citationJournal Of Constructional Steel Research, 2008, v. 64 n. 11, p. 1225-1230en_HK
dc.identifier.issn0143-974Xen_HK
dc.identifier.urihttp://hdl.handle.net/10722/58517-
dc.description.abstractThe paper summarises research on high strength stainless steel tubular structures conducted at the University of Hong Kong, and the Hong Kong University of Science and Technology. Square and rectangular hollow sections were investigated. The test specimens were cold-rolled from high strength austenitic and duplex stainless steel sheets. The material properties of the test specimens were determined by tensile coupon tests at normal room and elevated temperatures. The initial geometric imperfection and residual stress of the specimens were measured. The experimental and numerical investigation focused on the design and behaviour of cold-formed high strength stainless steel structural members. The results were compared with design strengths calculated using the American, Australian/New Zealand and European specifications for cold-formed stainless steel structures. © 2008 Elsevier Ltd. All rights reserved.en_HK
dc.languageengen_HK
dc.publisherElsevier Ltd. The Journal's web site is located at http://www.elsevier.com/locate/jcsren_HK
dc.relation.ispartofJournal of Constructional Steel Researchen_HK
dc.rightsJournal of Constructional Steel Research. Copyright © Elsevier Ltd.en_HK
dc.subjectCold-formed steelen_HK
dc.subjectExperimental investigationen_HK
dc.subjectFinite element analysisen_HK
dc.subjectHigh strength steelen_HK
dc.subjectStainless steel structuresen_HK
dc.subjectStructural stabilityen_HK
dc.subjectTubular structuresen_HK
dc.titleExperimental and numerical investigation of high strength stainless steel structuresen_HK
dc.typeArticleen_HK
dc.identifier.openurlhttp://library.hku.hk:4550/resserv?sid=HKU:IR&issn=0143-974X&volume=64&spage=1225&epage=1230&date=2008&atitle=Experimental+and+Numerical+Investigation+of+High+Strength+Stainless+Steel+Structuresen_HK
dc.identifier.emailYoung, B:young@hku.hken_HK
dc.identifier.authorityYoung, B=rp00208en_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1016/j.jcsr.2008.05.004en_HK
dc.identifier.scopuseid_2-s2.0-50849112721en_HK
dc.identifier.hkuros165394en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-50849112721&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume64en_HK
dc.identifier.issue11en_HK
dc.identifier.spage1225en_HK
dc.identifier.epage1230en_HK
dc.identifier.isiWOS:000259836000006-
dc.publisher.placeUnited Kingdomen_HK
dc.identifier.scopusauthoridYoung, B=7402192398en_HK
dc.identifier.issnl0143-974X-

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