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Article: Tests of stainless steel RHS X-joints

TitleTests of stainless steel RHS X-joints
Authors
Feng, RYoung, B
Issue Date2006
Citation
Welding In The World, 2006, v. 50 SPEC. ISS., p. 250-257 How to Cite?
AbstractThis paper describes a test program on cold-formed stainless steel welded tubular X-joints fabricated from square hollow section (SHS) and rectangular hollow section (RHS) brace and chord members. Both high strength stainless steel (duplex and high strength austenitic) and normal strength stainless steel (AISI 304) specimens were tested. The ratio of brace width to chord width of the specimens (β) varied from 0.5 to 1.0 so that failure modes of chord face failure and chord side wall failure were observed. A total of 11 tests was performed. The test results are compared with the design procedures in the Australian/New Zealand Standard for stainless steel structures, CIDECT and Eurocode design rules for carbon steel tubular structures.
Persistent Identifierhttp://hdl.handle.net/10722/150382
ISSN
0043-2288
2021 Impact Factor: 1.984
2020 SCImago Journal Rankings: 0.632
References
References in Scopus

 

DC FieldValueLanguage
dc.contributor.authorFeng, Ren_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. 250-257en_US
dc.identifier.issn0043-2288en_US
dc.identifier.urihttp://hdl.handle.net/10722/150382-
dc.description.abstractThis paper describes a test program on cold-formed stainless steel welded tubular X-joints fabricated from square hollow section (SHS) and rectangular hollow section (RHS) brace and chord members. Both high strength stainless steel (duplex and high strength austenitic) and normal strength stainless steel (AISI 304) specimens were tested. The ratio of brace width to chord width of the specimens (β) varied from 0.5 to 1.0 so that failure modes of chord face failure and chord side wall failure were observed. A total of 11 tests was performed. The test results are compared with the design procedures in the Australian/New Zealand Standard for stainless steel structures, CIDECT and Eurocode design rules for carbon steel tubular structures.en_US
dc.languageengen_US
dc.relation.ispartofWelding in the Worlden_US
dc.titleTests of stainless steel RHS X-jointsen_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-s2.0-33750886207en_US
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-33750886207&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume50en_US
dc.identifier.issueSPEC. ISS.en_US
dc.identifier.spage250en_US
dc.identifier.epage257en_US
dc.identifier.scopusauthoridFeng, R=36138673300en_US
dc.identifier.scopusauthoridYoung, B=7402192398en_US
dc.identifier.issnl0043-2288-

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