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Article: A parametric stress analysis of T/Y and K square-to-square tubular joints

TitleA parametric stress analysis of T/Y and K square-to-square tubular joints
Authors
Issue Date1990
PublisherElsevier Ltd. The Journal's web site is located at http://www.elsevier.com/locate/jcsr
Citation
Journal Of Constructional Steel Research, 1990, v. 15 n. 3, p. 173-190 How to Cite?
AbstractA parametric stress analysis of T/Y and K square-to-square tubular joints subjected to axial loads, in-plane and out-of-plane bending moments has been performed using the finite element technique. Twenty-two and 26 sets of geometric parameters were used for the study of T/Y and K joints respectively. This study was carried out with the purpose of providing a sound basis for using square tubular sections in the alternative design of conductor guides which are important items of a drilling platform. The results of this analysis are presented as a set of 21 equations expressing the stress concentration factor as a function of the relevant geometric parameters for various loading conditions. The present results for square-to-square tubular joints are compared with others obtained for round-to-round and square-to-round tubular joints. In general, the stress concentration factors obtained from round-to-round and square-to-round tubular joints are closer, compared with those of the corresponding square-to-square tubular joints. © 1990.
Persistent Identifierhttp://hdl.handle.net/10722/156337
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.accessioned2012-08-08T08:42:02Z-
dc.date.available2012-08-08T08:42:02Z-
dc.date.issued1990en_US
dc.identifier.citationJournal Of Constructional Steel Research, 1990, v. 15 n. 3, p. 173-190en_US
dc.identifier.issn0143-974Xen_US
dc.identifier.urihttp://hdl.handle.net/10722/156337-
dc.description.abstractA parametric stress analysis of T/Y and K square-to-square tubular joints subjected to axial loads, in-plane and out-of-plane bending moments has been performed using the finite element technique. Twenty-two and 26 sets of geometric parameters were used for the study of T/Y and K joints respectively. This study was carried out with the purpose of providing a sound basis for using square tubular sections in the alternative design of conductor guides which are important items of a drilling platform. The results of this analysis are presented as a set of 21 equations expressing the stress concentration factor as a function of the relevant geometric parameters for various loading conditions. The present results for square-to-square tubular joints are compared with others obtained for round-to-round and square-to-round tubular joints. In general, the stress concentration factors obtained from round-to-round and square-to-round tubular joints are closer, compared with those of the corresponding square-to-square tubular joints. © 1990.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.titleA parametric stress analysis of T/Y and K square-to-square 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-s2.0-0025249483en_US
dc.identifier.volume15en_US
dc.identifier.issue3en_US
dc.identifier.spage173en_US
dc.identifier.epage190en_US
dc.publisher.placeUnited Kingdomen_US
dc.identifier.scopusauthoridSoh, AK=7006795203en_US
dc.identifier.scopusauthoridSoh, CK=7102818722en_US

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