Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/80611
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dc.contributor.authorZhao, Ming Shanen
dc.contributor.authorLee, C. K.en
dc.contributor.authorChiew, S. P.en
dc.date.accessioned2016-06-02T04:36:23Zen
dc.date.accessioned2019-12-06T13:53:12Z-
dc.date.available2016-06-02T04:36:23Zen
dc.date.available2019-12-06T13:53:12Z-
dc.date.copyright2016en
dc.date.issued2016en
dc.identifier.citationZhao, M. S., Lee, C. K., & Chiew, S. P. (2016). Tensile behavior of high performance structural steel T-stub joints. Journal of Constructional Steel Research, 122, 316-325.en
dc.identifier.issn0143-974Xen
dc.identifier.urihttps://hdl.handle.net/10356/80611-
dc.description.abstractIn this study, experiments were conducted to investigate the tensile behavior of ten T-stub joints made of different types of high performance structural steel including the Reheated, Quenched and Tempered (RQT) grade S690 high strength steel, the Thermal-Mechanical Controlled Processed (TMCP) grade S385 and S440 structural steels. The results were further validated against the analytical yield line method and the design resistance equations provided by the EC3. It is found that the behavior of the T-stub joints made of S385 and S440 steels reasonably agreed with analytical approach and the predictions by the EC3. However, although the S690 specimens showed higher design resistance than the S385 and S440 specimens with the same thickness, the results were significantly lower than both the predictions by the analytical approach and the EC3. In addition, the ductility of the S690 specimens is also found to be significantly lower than that of the S440 and S385 specimens and failed in more brittle failure modes.en
dc.format.extent39 p.en
dc.language.isoenen
dc.relation.ispartofseriesJournal of Constructional Steel Researchen
dc.rights© 2016 Elsevier. 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. 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: [http://dx.doi.org/10.1016/j.jcsr.2016.04.001].en
dc.subjectT-stub jointsen
dc.subjectDesign resistanceen
dc.subjectStiffnessen
dc.subjectTensile behavioren
dc.subjectHigh performance structural steelen
dc.titleTensile Behavior of High Performance Structural Steel T-stub Jointsen
dc.typeJournal Articleen
dc.contributor.schoolSchool of Civil and Environmental Engineeringen
dc.identifier.doi10.1016/j.jcsr.2016.04.001en
dc.description.versionAccepted versionen
dc.identifier.rims192932en
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item.grantfulltextopen-
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