File Download

There are no files associated with this item.

  Links for fulltext
     (May Require Subscription)
Supplementary

Article: Cold-formed high-strength stainless steel tubular sections subjected to Web crippling

TitleCold-formed high-strength stainless steel tubular sections subjected to Web crippling
Authors
KeywordsCold-formed steel
Experimentation
High strength steel
Hollow sections
Stainless steel
Webs
Issue Date2007
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, 2007, v. 133 n. 3, p. 368-377 How to Cite?
AbstractA series of tests on cold-formed high-strength stainless steel square and rectangular hollow sections subjected to web crippling is presented in this paper. The types of stainless steel investigated in this study were high strength austenitic and duplex material. The measured web slenderness value of the hollow sections ranged from 16.5 to 49.7. The tests were carried out under four loading conditions considered in the American Specification and Australian/New Zealand Standard for cold-formed stainless steel structures, namely end-one-flange, interior-one-flange, end-two-flange, and interior-two-flange loading conditions. The web crippling test strengths were compared with the design strengths obtained using the American, Australian/New Zealand, and European Specifications for stainless steel structures. In addition, the North American Specification for cold-formed carbon steel structural members was also used to predict the web crippling strengths and compared with the test results. It is shown that the design strengths predicted by the specifications are either unconservative or very conservative. Hence, a unified web crippling equation with new coefficients for cold-formed high strength stainless steel square and rectangular hollow sections is proposed in this paper. It is shown that the proposed web crippling equation is safe and reliable. © 2007 ASCE.
Persistent Identifierhttp://hdl.handle.net/10722/70768
ISSN
2015 Impact Factor: 1.7
2015 SCImago Journal Rankings: 1.431
ISI Accession Number ID
References

 

DC FieldValueLanguage
dc.contributor.authorZhou, Fen_HK
dc.contributor.authorYoung, Ben_HK
dc.date.accessioned2010-09-06T06:25:57Z-
dc.date.available2010-09-06T06:25:57Z-
dc.date.issued2007en_HK
dc.identifier.citationJournal Of Structural Engineering, 2007, v. 133 n. 3, p. 368-377en_HK
dc.identifier.issn0733-9445en_HK
dc.identifier.urihttp://hdl.handle.net/10722/70768-
dc.description.abstractA series of tests on cold-formed high-strength stainless steel square and rectangular hollow sections subjected to web crippling is presented in this paper. The types of stainless steel investigated in this study were high strength austenitic and duplex material. The measured web slenderness value of the hollow sections ranged from 16.5 to 49.7. The tests were carried out under four loading conditions considered in the American Specification and Australian/New Zealand Standard for cold-formed stainless steel structures, namely end-one-flange, interior-one-flange, end-two-flange, and interior-two-flange loading conditions. The web crippling test strengths were compared with the design strengths obtained using the American, Australian/New Zealand, and European Specifications for stainless steel structures. In addition, the North American Specification for cold-formed carbon steel structural members was also used to predict the web crippling strengths and compared with the test results. It is shown that the design strengths predicted by the specifications are either unconservative or very conservative. Hence, a unified web crippling equation with new coefficients for cold-formed high strength stainless steel square and rectangular hollow sections is proposed in this paper. It is shown that the proposed web crippling equation is safe and reliable. © 2007 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.subjectExperimentationen_HK
dc.subjectHigh strength steelen_HK
dc.subjectHollow sectionsen_HK
dc.subjectStainless steelen_HK
dc.subjectWebsen_HK
dc.titleCold-formed high-strength stainless steel tubular sections subjected to Web cripplingen_HK
dc.typeArticleen_HK
dc.identifier.openurlhttp://library.hku.hk:4550/resserv?sid=HKU:IR&issn=0733-9445&volume=133&spage=368&epage=377&date=2007&atitle=Cold-formed+High-Strength+Stainless+Steel+Tubular+Sections+Subjected+to+Web+Cripplingen_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(2007)133:3(368)en_HK
dc.identifier.scopuseid_2-s2.0-33847136737en_HK
dc.identifier.hkuros131056en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-33847136737&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume133en_HK
dc.identifier.issue3en_HK
dc.identifier.spage368en_HK
dc.identifier.epage377en_HK
dc.identifier.isiWOS:000244507700006-
dc.publisher.placeUnited Statesen_HK
dc.identifier.scopusauthoridZhou, F=36704235800en_HK
dc.identifier.scopusauthoridYoung, B=7402192398en_HK

Export via OAI-PMH Interface in XML Formats


OR


Export to Other Non-XML Formats