dc.contributor.authorLee, Chi King
dc.contributor.authorChiew, Sing Ping
dc.contributor.authorJiang, Jin
dc.date.accessioned2014-06-18T03:14:28Z
dc.date.available2014-06-18T03:14:28Z
dc.date.copyright2013en_US
dc.date.issued2013
dc.identifier.citationLee, C. K., Chiew, S. P., & Jiang, J. (2014). Residual stress of high strength steel box T-joints. Journal of Constructional Steel Research, 93, 20-31.en_US
dc.identifier.issn0143-974Xen_US
dc.identifier.urihttp://hdl.handle.net/10220/19806
dc.description.abstractIn Part 1 of this study, an experimental investigation on the residual stress distributions near the weld toe of high strength steel box section T-joints is conducted. Two specimens fabricated by welding at ambient temperature and at a preheating temperature of 100°C were studied. The effects of preheating on the residual stress distribution near the weld toe of the T-joints were investigated by applying the standard ASTM hole-drilling method. A study was also conducted to evaluate the corner effect of the welding and the brace-to-chord width ratio of the box section T-joint on the residual stress distribution near the weld toe of the T-joint.en_US
dc.format.extent18 p.en_US
dc.language.isoenen_US
dc.relation.ispartofseriesJournal of constructional steel researchen_US
dc.rights© 2014 Elsevier Ltd. This is the author created version of a work that has been peer reviewed and accepted for publication by Journal of Constructional Steel Research, Elsevier Ltd. It incorporates referee’s comments but changes resulting from the publishing process, such as copyediting, structural formatting, may not be reflected in this document. The published version is available at: [DOI: http://dx.doi.org/10.1016/j.jcsr.2013.10.003].en_US
dc.subjectDRNTU::Engineering::Civil engineering::Structures and design
dc.titleResidual stress of high strength steel box T-joints Part 1 : experimental studyen_US
dc.typeJournal Article
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.identifier.doihttp://dx.doi.org/10.1016/j.jcsr.2013.10.003
dc.description.versionAccepted versionen_US


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