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Article: SCF equations for DT/X square-to-round tubular joints

TitleSCF equations for DT/X square-to-round tubular joints
Authors
Issue Date1991
PublisherElsevier Ltd. The Journal's web site is located at http://www.elsevier.com/locate/jcsr
Citation
Journal Of Constructional Steel Research, 1991, v. 19 n. 2, p. 81-95 How to Cite?
AbstractA parametric stress analysis of DT/X square-to-round tubular joints subjected to axial loads and in-plane and out-of-plane bending moments has been performed using the finite element technique in order to provide a sound basis for using such sections in the design of complex structures. The results of this analysis are presented as a set of equations expressing the stress concentration factor as a function of the relevant geometric parameters for various loading conditions. A comparison is made between the results obtained for square-to-round tubular joints and those obtained for round-to-round tubular joints by other researchers. In general, the stress concentration factors for square-to-round tubular joints are generally lower than those of the corresponding round-to-round tubular joints when the joints are subject to axial loads and out-of-plane bending moments. But the reverse is true when the joints are subject to in-plane bending moments. © 1991.
Persistent Identifierhttp://hdl.handle.net/10722/156361
ISSN
2015 Impact Factor: 1.702
2015 SCImago Journal Rankings: 1.746

 

DC FieldValueLanguage
dc.contributor.authorSoh, AKen_US
dc.contributor.authorSoh, CKen_US
dc.date.accessioned2012-08-08T08:42:08Z-
dc.date.available2012-08-08T08:42:08Z-
dc.date.issued1991en_US
dc.identifier.citationJournal Of Constructional Steel Research, 1991, v. 19 n. 2, p. 81-95en_US
dc.identifier.issn0143-974Xen_US
dc.identifier.urihttp://hdl.handle.net/10722/156361-
dc.description.abstractA parametric stress analysis of DT/X square-to-round tubular joints subjected to axial loads and in-plane and out-of-plane bending moments has been performed using the finite element technique in order to provide a sound basis for using such sections in the design of complex structures. The results of this analysis are presented as a set of equations expressing the stress concentration factor as a function of the relevant geometric parameters for various loading conditions. A comparison is made between the results obtained for square-to-round tubular joints and those obtained for round-to-round tubular joints by other researchers. In general, the stress concentration factors for square-to-round tubular joints are generally lower than those of the corresponding round-to-round tubular joints when the joints are subject to axial loads and out-of-plane bending moments. But the reverse is true when the joints are subject to in-plane bending moments. © 1991.en_US
dc.languageengen_US
dc.publisherElsevier Ltd. The Journal's web site is located at http://www.elsevier.com/locate/jcsren_US
dc.relation.ispartofJournal of Constructional Steel Researchen_US
dc.titleSCF equations for DT/X square-to-round tubular jointsen_US
dc.typeArticleen_US
dc.identifier.emailSoh, AK:aksoh@hkucc.hku.hken_US
dc.identifier.authoritySoh, AK=rp00170en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.scopuseid_2-s2.0-0026360474en_US
dc.identifier.volume19en_US
dc.identifier.issue2en_US
dc.identifier.spage81en_US
dc.identifier.epage95en_US
dc.publisher.placeUnited Kingdomen_US
dc.identifier.scopusauthoridSoh, AK=7006795203en_US
dc.identifier.scopusauthoridSoh, CK=7102818722en_US

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