Please use this identifier to cite or link to this item: https://doi.org/10.1016/j.engfailanal.2012.10.017
DC FieldValue
dc.titleDuctile tearing assessment of high-strength steel X-joints under in-plane bending
dc.contributor.authorQian, X.
dc.contributor.authorLi, Y.
dc.contributor.authorOu, Z.
dc.date.accessioned2014-04-23T07:08:07Z
dc.date.available2014-04-23T07:08:07Z
dc.date.issued2013-03
dc.identifier.citationQian, X., Li, Y., Ou, Z. (2013-03). Ductile tearing assessment of high-strength steel X-joints under in-plane bending. Engineering Failure Analysis 28 : 176-191. ScholarBank@NUS Repository. https://doi.org/10.1016/j.engfailanal.2012.10.017
dc.identifier.issn13506307
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/50694
dc.description.abstractThis study reports an experimental investigation of a fatigue-cracked, pre-notched circular hollow section X-joints fabricated from high strength steels (with the yield strength higher than 800. MPa) subjected to brace in-plane bending. The circular hollow section X-joint entails a prefabricated V-notch near the weld toe at the crown position. The experimental procedure applies a fatigue pre-cracking cyclic load followed by a monotonic brace in-plane bending, which leads to brittle through-thickness crack propagation after some amount of ductile tearing. The ductile tearing assessment, integrating the fracture resistance curve obtained from the small-scale fracture specimens and the crack extension in the large-scale tubular joint, predicts closely the load level at which unstable crack extension takes place. The generic level 2A curve outlined in the BS7910 provides an un-conservative estimate on the failure load of the X-joint specimen. The parametric numerical investigation reveals that the strength definition for the cracked joints imposes a significant effect on the shape of the failure assessment curve. © 2012 Elsevier Ltd.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1016/j.engfailanal.2012.10.017
dc.sourceScopus
dc.subjectFailure assessment diagram
dc.subjectFracture resistance curve
dc.subjectHigh-strength steel
dc.subjectSurface crack
dc.subjectTubular joint
dc.typeArticle
dc.contributor.departmentCIVIL & ENVIRONMENTAL ENGINEERING
dc.contributor.departmentCIVIL ENGINEERING
dc.description.doi10.1016/j.engfailanal.2012.10.017
dc.description.sourcetitleEngineering Failure Analysis
dc.description.volume28
dc.description.page176-191
dc.description.codenEFANE
dc.identifier.isiut000316239700017
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