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Article: Design and tests of cold-formed high strength stainless steel tubular sections subjected to web crippling

TitleDesign and tests of cold-formed high strength stainless steel tubular sections subjected to web crippling
Authors
Issue Date2006
Citation
Welding In The World, 2006, v. 50 SPEC. ISS., p. 258-264 How to Cite?
AbstractThis paper presents a series of tests on cold-formed high strength stainless steel square and rectangular hollow sections subjected to web crippling. 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 49.6. The tests were carried out under two loading conditions specified in the American Specification and Australian/New Zealand Standard for cold-formed stainless steel structures, namely End-One-Flange and Interior-One-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. Generally, 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.
Persistent Identifierhttp://hdl.handle.net/10722/150381
ISSN
2015 Impact Factor: 0.861
2015 SCImago Journal Rankings: 0.566
References

 

DC FieldValueLanguage
dc.contributor.authorZhou, Fen_US
dc.contributor.authorYoung, Ben_US
dc.date.accessioned2012-06-26T06:04:06Z-
dc.date.available2012-06-26T06:04:06Z-
dc.date.issued2006en_US
dc.identifier.citationWelding In The World, 2006, v. 50 SPEC. ISS., p. 258-264en_US
dc.identifier.issn0043-2288en_US
dc.identifier.urihttp://hdl.handle.net/10722/150381-
dc.description.abstractThis paper presents a series of tests on cold-formed high strength stainless steel square and rectangular hollow sections subjected to web crippling. 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 49.6. The tests were carried out under two loading conditions specified in the American Specification and Australian/New Zealand Standard for cold-formed stainless steel structures, namely End-One-Flange and Interior-One-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. Generally, 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.en_US
dc.languageengen_US
dc.relation.ispartofWelding in the Worlden_US
dc.titleDesign and tests of cold-formed high strength stainless steel tubular sections subjected to web cripplingen_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.scopuseid_2-s2.0-33750877902en_US
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-33750877902&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume50en_US
dc.identifier.issueSPEC. ISS.en_US
dc.identifier.spage258en_US
dc.identifier.epage264en_US
dc.identifier.scopusauthoridZhou, F=36704235800en_US
dc.identifier.scopusauthoridYoung, B=7402192398en_US

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