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Article: Tests and behaviour of cold-formed stainless steel tubular X-joints

TitleTests and behaviour of cold-formed stainless steel tubular X-joints
Authors
KeywordsCold-formed stainless steel
High strength
Rectangular hollow section
Square hollow section
Tubular structures
X-joints
Issue Date2010
PublisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/tws
Citation
Thin-Walled Structures, 2010, v. 48 n. 12, p. 921-934 How to Cite?
AbstractThe paper presents a series of tests on cold-formed stainless steel tubular X-joints. The tubular X-joint specimens were tested without chord preload as well as with three different levels of preload applied to the chord members. The test specimens were fabricated from square and rectangular hollow sections as brace and chord members. A total of 32 tests was performed. High strength stainless steel (duplex and high strength austenitic) and normal strength stainless steel (AISI 304) specimens were tested. The test results were compared with the design strengths obtained using the CIDECT Guide and Eurocode for carbon steel structures. It is shown that the design strengths predicted by the current design specifications are very conservative for the test specimens calculated using the 0.1%, 0.2%, 0.5% and 1.0% proof stresses as the yield stresses. The 0.2% proof stress is comparatively more reasonable to predict the design strengths of stainless steel tubular X-joints for both ultimate limit state and serviceability limit state. © 2010 Elsevier Ltd. All rights reserved.
Persistent Identifierhttp://hdl.handle.net/10722/139107
ISSN
2015 Impact Factor: 2.063
2015 SCImago Journal Rankings: 1.647
ISI Accession Number ID
References

 

DC FieldValueLanguage
dc.contributor.authorFeng, Ren_HK
dc.contributor.authorYoung, Ben_HK
dc.date.accessioned2011-09-23T05:45:00Z-
dc.date.available2011-09-23T05:45:00Z-
dc.date.issued2010en_HK
dc.identifier.citationThin-Walled Structures, 2010, v. 48 n. 12, p. 921-934en_HK
dc.identifier.issn0263-8231en_HK
dc.identifier.urihttp://hdl.handle.net/10722/139107-
dc.description.abstractThe paper presents a series of tests on cold-formed stainless steel tubular X-joints. The tubular X-joint specimens were tested without chord preload as well as with three different levels of preload applied to the chord members. The test specimens were fabricated from square and rectangular hollow sections as brace and chord members. A total of 32 tests was performed. High strength stainless steel (duplex and high strength austenitic) and normal strength stainless steel (AISI 304) specimens were tested. The test results were compared with the design strengths obtained using the CIDECT Guide and Eurocode for carbon steel structures. It is shown that the design strengths predicted by the current design specifications are very conservative for the test specimens calculated using the 0.1%, 0.2%, 0.5% and 1.0% proof stresses as the yield stresses. The 0.2% proof stress is comparatively more reasonable to predict the design strengths of stainless steel tubular X-joints for both ultimate limit state and serviceability limit state. © 2010 Elsevier Ltd. All rights reserved.en_HK
dc.languageengen_US
dc.publisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/twsen_HK
dc.relation.ispartofThin-Walled Structuresen_HK
dc.subjectCold-formed stainless steelen_HK
dc.subjectHigh strengthen_HK
dc.subjectRectangular hollow sectionen_HK
dc.subjectSquare hollow sectionen_HK
dc.subjectTubular structuresen_HK
dc.subjectX-jointsen_HK
dc.titleTests and behaviour of cold-formed stainless steel tubular X-jointsen_HK
dc.typeArticleen_HK
dc.identifier.emailYoung, B:young@hku.hken_HK
dc.identifier.authorityYoung, B=rp00208en_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1016/j.tws.2010.06.003en_HK
dc.identifier.scopuseid_2-s2.0-77956404521en_HK
dc.identifier.hkuros196388en_US
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-77956404521&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume48en_HK
dc.identifier.issue12en_HK
dc.identifier.spage921en_HK
dc.identifier.epage934en_HK
dc.identifier.isiWOS:000282926800006-
dc.publisher.placeUnited Kingdomen_HK
dc.identifier.scopusauthoridFeng, R=36138673300en_HK
dc.identifier.scopusauthoridYoung, B=7402192398en_HK
dc.identifier.citeulike7473544-

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