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Article: Behavior of cold-formed high strength stainless steel sections

TitleBehavior of cold-formed high strength stainless steel sections
Authors
KeywordsCold-formed steel
High strength steel
Material properties
Residual stress
Stainless Steel
Steel structures
Issue Date2005
PublisherAmerican Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/st.html
Citation
Journal Of Structural Engineering, 2005, v. 131 n. 11, p. 1738-1745 How to Cite?
AbstractThis paper presents the behavior of cold-formed high strength stainless steel sections. The test specimens were cold-rolled from flat strips of duplex and high strength austenitic stainless steel. The material properties of high strength stainless steel square and rectangular hollow sections were determined. Tensile coupons at different locations in cross section were tested. Hence, the distributions of 0.2% proof stress and tensile strength measured in the cross section of cold-formed high strength stainless steel sections were plotted. The material properties of the complete cross section in the cold-worked state were also obtained from stub column tests. Detailed measurements of initial local geometric imperfections of the sections were obtained. The initial local plate imperfection profiles were plotted. Residual stress measurements of the high strength stainless steel sections were also conducted. The membrane and bending residual stress distributions in the cross section of the specimens were obtained. Furthermore, the stub column test strengths were compared with the design strengths. © ASCE.
Persistent Identifierhttp://hdl.handle.net/10722/71380
ISSN
2015 Impact Factor: 1.7
2015 SCImago Journal Rankings: 1.431
ISI Accession Number ID
References

 

DC FieldValueLanguage
dc.contributor.authorYoung, Ben_HK
dc.contributor.authorLui, WMen_HK
dc.date.accessioned2010-09-06T06:31:28Z-
dc.date.available2010-09-06T06:31:28Z-
dc.date.issued2005en_HK
dc.identifier.citationJournal Of Structural Engineering, 2005, v. 131 n. 11, p. 1738-1745en_HK
dc.identifier.issn0733-9445en_HK
dc.identifier.urihttp://hdl.handle.net/10722/71380-
dc.description.abstractThis paper presents the behavior of cold-formed high strength stainless steel sections. The test specimens were cold-rolled from flat strips of duplex and high strength austenitic stainless steel. The material properties of high strength stainless steel square and rectangular hollow sections were determined. Tensile coupons at different locations in cross section were tested. Hence, the distributions of 0.2% proof stress and tensile strength measured in the cross section of cold-formed high strength stainless steel sections were plotted. The material properties of the complete cross section in the cold-worked state were also obtained from stub column tests. Detailed measurements of initial local geometric imperfections of the sections were obtained. The initial local plate imperfection profiles were plotted. Residual stress measurements of the high strength stainless steel sections were also conducted. The membrane and bending residual stress distributions in the cross section of the specimens were obtained. Furthermore, the stub column test strengths were compared with the design strengths. © ASCE.en_HK
dc.languageengen_HK
dc.publisherAmerican Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/st.htmlen_HK
dc.relation.ispartofJournal of Structural Engineeringen_HK
dc.rightsJournal of Structural Engineering. Copyright © American Society of Civil Engineers.en_HK
dc.subjectCold-formed steelen_HK
dc.subjectHigh strength steelen_HK
dc.subjectMaterial propertiesen_HK
dc.subjectResidual stressen_HK
dc.subjectStainless Steelen_HK
dc.subjectSteel structuresen_HK
dc.titleBehavior of cold-formed high strength stainless steel sectionsen_HK
dc.typeArticleen_HK
dc.identifier.openurlhttp://library.hku.hk:4550/resserv?sid=HKU:IR&issn=0733-9445&volume=131&spage=1738&epage=1745&date=2005&atitle=Behavior+of+Cold-formed+High+Strength+Stainless+Steel+Sectionsen_HK
dc.identifier.emailYoung, B:young@hku.hken_HK
dc.identifier.authorityYoung, B=rp00208en_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1061/(ASCE)0733-9445(2005)131:11(1738)en_HK
dc.identifier.scopuseid_2-s2.0-27744593231en_HK
dc.identifier.hkuros118216en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-27744593231&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume131en_HK
dc.identifier.issue11en_HK
dc.identifier.spage1738en_HK
dc.identifier.epage1745en_HK
dc.identifier.isiWOS:000232766800012-
dc.publisher.placeUnited Statesen_HK
dc.identifier.scopusauthoridYoung, B=7402192398en_HK
dc.identifier.scopusauthoridLui, WM=9250011500en_HK

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