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Article: Compression tests of stainless steel tubular members

TitleCompression tests of stainless steel tubular members
Authors
KeywordsColumns
Compression Tests
Reliability Analysis
Stainless Steel
Structural Design
Issue Date2002
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, 2002, v. 128 n. 6, p. 754-761 How to Cite?
AbstractA series of tests consisting of three cross-section geometries was performed on cold-formed stainless steel circular hollow section (CHS) columns compressed between fixed ends. The specimens were cold rolled from stainless steel sheets. The tests were performed over a range of column lengths, which involved local buckling and overall flexural buckling. Measurements of overall geometric imperfections and material properties were conducted. 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 as well as the column strengths obtained from the design rules proposed by Rasmussen and Hancock in 1993 and Rasmussen and Rondal in 1997. Generally, the specifications unconservatively predict the strengths of the tested CHS columns, while Rasmussen and Hancock; and Rasmussen and Rondal conservatively predict the column strengths. The reliability of these design rules is evaluated using reliability analysis.
Persistent Identifierhttp://hdl.handle.net/10722/150306
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.authorHartono, Wen_US
dc.date.accessioned2012-06-26T06:03:12Z-
dc.date.available2012-06-26T06:03:12Z-
dc.date.issued2002en_US
dc.identifier.citationJournal Of Structural Engineering, 2002, v. 128 n. 6, p. 754-761en_US
dc.identifier.issn0733-9445en_US
dc.identifier.urihttp://hdl.handle.net/10722/150306-
dc.description.abstractA series of tests consisting of three cross-section geometries was performed on cold-formed stainless steel circular hollow section (CHS) columns compressed between fixed ends. The specimens were cold rolled from stainless steel sheets. The tests were performed over a range of column lengths, which involved local buckling and overall flexural buckling. Measurements of overall geometric imperfections and material properties were conducted. 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 as well as the column strengths obtained from the design rules proposed by Rasmussen and Hancock in 1993 and Rasmussen and Rondal in 1997. Generally, the specifications unconservatively predict the strengths of the tested CHS columns, while Rasmussen and Hancock; and Rasmussen and Rondal conservatively predict the column strengths. The reliability of these design rules is evaluated using reliability analysis.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.subjectColumnsen_US
dc.subjectCompression Testsen_US
dc.subjectReliability Analysisen_US
dc.subjectStainless Steelen_US
dc.subjectStructural Designen_US
dc.titleCompression tests of stainless steel tubular membersen_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(2002)128:6(754)en_US
dc.identifier.scopuseid_2-s2.0-2242458818en_US
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-2242458818&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume128en_US
dc.identifier.issue6en_US
dc.identifier.spage754en_US
dc.identifier.epage761en_US
dc.identifier.isiWOS:000175745800008-
dc.publisher.placeUnited Statesen_US
dc.identifier.scopusauthoridYoung, B=7402192398en_US
dc.identifier.scopusauthoridHartono, W=6602828699en_US

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