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Article: A parametric stress analysis of T/Y and K square-to-square tubular joints
Title | A parametric stress analysis of T/Y and K square-to-square tubular joints |
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Authors | |
Issue Date | 1990 |
Publisher | Elsevier 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? |
Abstract | A 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 Identifier | http://hdl.handle.net/10722/156337 |
ISSN | 2023 Impact Factor: 4.0 2023 SCImago Journal Rankings: 1.261 |
ISI Accession Number ID |
DC Field | Value | Language |
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dc.contributor.author | Soh, AK | en_US |
dc.contributor.author | Soh, CK | en_US |
dc.date.accessioned | 2012-08-08T08:42:02Z | - |
dc.date.available | 2012-08-08T08:42:02Z | - |
dc.date.issued | 1990 | en_US |
dc.identifier.citation | Journal Of Constructional Steel Research, 1990, v. 15 n. 3, p. 173-190 | en_US |
dc.identifier.issn | 0143-974X | en_US |
dc.identifier.uri | http://hdl.handle.net/10722/156337 | - |
dc.description.abstract | A 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.language | eng | en_US |
dc.publisher | Elsevier Ltd. The Journal's web site is located at http://www.elsevier.com/locate/jcsr | en_US |
dc.relation.ispartof | Journal of Constructional Steel Research | en_US |
dc.title | A parametric stress analysis of T/Y and K square-to-square tubular joints | en_US |
dc.type | Article | en_US |
dc.identifier.email | Soh, AK:aksoh@hkucc.hku.hk | en_US |
dc.identifier.authority | Soh, AK=rp00170 | en_US |
dc.description.nature | link_to_subscribed_fulltext | en_US |
dc.identifier.scopus | eid_2-s2.0-0025249483 | en_US |
dc.identifier.volume | 15 | en_US |
dc.identifier.issue | 3 | en_US |
dc.identifier.spage | 173 | en_US |
dc.identifier.epage | 190 | en_US |
dc.identifier.isi | WOS:A1990DH21500001 | - |
dc.publisher.place | United Kingdom | en_US |
dc.identifier.scopusauthorid | Soh, AK=7006795203 | en_US |
dc.identifier.scopusauthorid | Soh, CK=7102818722 | en_US |
dc.identifier.issnl | 0143-974X | - |