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Article: Experimental investigation of cold-formed stainless steel columns

TitleExperimental investigation of cold-formed stainless steel columns
Authors
KeywordsBuckling
Cold-Formed Steel
Experimentation
Stainless Steel
Steel Columns
Issue Date2003
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, 2003, v. 129 n. 2, p. 169-176 How to Cite?
AbstractAn experimental investigation into the column strength of cold-formed stainless steel rectangular hollow sections is described in this paper. The columns tested displayed four cross-section sizes and were compressed between fixed ends. The tests were performed over a range of column lengths in order to obtain a column curve for each series of tests. The failure modes of the columns involved local buckling, overall flexural buckling, and combined local and overall buckling. The test strengths are compared with the design strengths predicted using the American, Australian/New Zealand, and European specifications for cold-formed stainless steel structures. The design strengths were calculated using the material properties obtained from both tensile coupon and stub column tests. It is concluded that the design strengths predicted by the three specifications are generally conservative. Reliability analysis of the design rules in the three specifications is performed. It is shown that the design strengths predicted by the Australian/New Zealand Standard are generally more reliable than the design strengths predicted by the American and European specifications.
Persistent Identifierhttp://hdl.handle.net/10722/150323
ISSN
2015 Impact Factor: 1.7
2015 SCImago Journal Rankings: 1.431
ISI Accession Number ID
References

 

DC FieldValueLanguage
dc.contributor.authorYoung, Ben_US
dc.contributor.authorLiu, Yen_US
dc.date.accessioned2012-06-26T06:03:20Z-
dc.date.available2012-06-26T06:03:20Z-
dc.date.issued2003en_US
dc.identifier.citationJournal Of Structural Engineering, 2003, v. 129 n. 2, p. 169-176en_US
dc.identifier.issn0733-9445en_US
dc.identifier.urihttp://hdl.handle.net/10722/150323-
dc.description.abstractAn experimental investigation into the column strength of cold-formed stainless steel rectangular hollow sections is described in this paper. The columns tested displayed four cross-section sizes and were compressed between fixed ends. The tests were performed over a range of column lengths in order to obtain a column curve for each series of tests. The failure modes of the columns involved local buckling, overall flexural buckling, and combined local and overall buckling. The test strengths are compared with the design strengths predicted using the American, Australian/New Zealand, and European specifications for cold-formed stainless steel structures. The design strengths were calculated using the material properties obtained from both tensile coupon and stub column tests. It is concluded that the design strengths predicted by the three specifications are generally conservative. Reliability analysis of the design rules in the three specifications is performed. It is shown that the design strengths predicted by the Australian/New Zealand Standard are generally more reliable than the design strengths predicted by the American and European specifications.en_US
dc.languageengen_US
dc.publisherAmerican Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/st.htmlen_US
dc.relation.ispartofJournal of Structural Engineeringen_US
dc.subjectBucklingen_US
dc.subjectCold-Formed Steelen_US
dc.subjectExperimentationen_US
dc.subjectStainless Steelen_US
dc.subjectSteel Columnsen_US
dc.titleExperimental investigation of cold-formed stainless steel columnsen_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.doi10.1061/(ASCE)0733-9445(2003)129:2(169)en_US
dc.identifier.scopuseid_2-s2.0-2542442338en_US
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-2542442338&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume129en_US
dc.identifier.issue2en_US
dc.identifier.spage169en_US
dc.identifier.epage176en_US
dc.identifier.isiWOS:000180490700005-
dc.publisher.placeUnited Statesen_US
dc.identifier.scopusauthoridYoung, B=7402192398en_US
dc.identifier.scopusauthoridLiu, Y=7410223676en_US

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