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Article: Stress concentrations of K tubular joints subjected to basic and combined loadings

TitleStress concentrations of K tubular joints subjected to basic and combined loadings
Authors
Issue Date1996
PublisherThomas Telford Ltd. The Journal's web site is located at http://www.structuresandbuildings.com
Citation
Proceedings Of The Institution Of Civil Engineers: Structures And Buildings, 1996, v. 116 n. 1, p. 19-28 How to Cite?
AbstractA large-scale test rig was designed specially and built to study the behaviour of tubular joints subjected to basic and combined loadings. Detailed experimental studies were carried out on a K round-to-round tubular joint subjected to three basic load cases: i.e. axial loading, in-plane bending and out-of-plane bending, and various combinations of these basic load cases. The results were verified by those obtained using the finite element technique. The study shows that the peak hot spot locations on the K joint subjected to combined loadings shifted from those of the basic load cases. Moreover, the peak hot spot stresses (HSSs) due to combined loadings were underpredicted by superposition of the basic load cases in some instances. Comparison of the results obtained by the direct analysis method and some conventional superposition procedures reveals that the latter is inadequate in predicting the peak HSSs of K round-to-round tubular joints.
Persistent Identifierhttp://hdl.handle.net/10722/156432
ISSN
2015 Impact Factor: 0.429
2015 SCImago Journal Rankings: 0.323
References

 

DC FieldValueLanguage
dc.contributor.authorSoh, AKen_US
dc.contributor.authorSoh, CKen_US
dc.date.accessioned2012-08-08T08:42:25Z-
dc.date.available2012-08-08T08:42:25Z-
dc.date.issued1996en_US
dc.identifier.citationProceedings Of The Institution Of Civil Engineers: Structures And Buildings, 1996, v. 116 n. 1, p. 19-28en_US
dc.identifier.issn0965-0911en_US
dc.identifier.urihttp://hdl.handle.net/10722/156432-
dc.description.abstractA large-scale test rig was designed specially and built to study the behaviour of tubular joints subjected to basic and combined loadings. Detailed experimental studies were carried out on a K round-to-round tubular joint subjected to three basic load cases: i.e. axial loading, in-plane bending and out-of-plane bending, and various combinations of these basic load cases. The results were verified by those obtained using the finite element technique. The study shows that the peak hot spot locations on the K joint subjected to combined loadings shifted from those of the basic load cases. Moreover, the peak hot spot stresses (HSSs) due to combined loadings were underpredicted by superposition of the basic load cases in some instances. Comparison of the results obtained by the direct analysis method and some conventional superposition procedures reveals that the latter is inadequate in predicting the peak HSSs of K round-to-round tubular joints.en_US
dc.languageengen_US
dc.publisherThomas Telford Ltd. The Journal's web site is located at http://www.structuresandbuildings.comen_US
dc.relation.ispartofProceedings of the Institution of Civil Engineers: Structures and Buildingsen_US
dc.titleStress concentrations of K tubular joints subjected to basic and combined loadingsen_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-s2.0-0029675953en_US
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-0029675953&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume116en_US
dc.identifier.issue1en_US
dc.identifier.spage19en_US
dc.identifier.epage28en_US
dc.publisher.placeUnited Kingdomen_US
dc.identifier.scopusauthoridSoh, AK=7006795203en_US
dc.identifier.scopusauthoridSoh, CK=7102818722en_US

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