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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorLiu, JZen_US
dc.creatorFang, Hen_US
dc.creatorChen, Sen_US
dc.creatorChan, TMen_US
dc.date.accessioned2022-08-11T01:06:32Z-
dc.date.available2022-08-11T01:06:32Z-
dc.identifier.issn0143-974Xen_US
dc.identifier.urihttp://hdl.handle.net/10397/94030-
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.rights© 2021 Elsevier Ltd. All rights reserved.en_US
dc.rights© 2021. This manuscript version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/.en_US
dc.rightsThe following publication Liu, J.-z., Fang, H., Chen, S., & Chan, T.-M. (2022). Material properties and residual stresses of high strength steel hexagonal hollow sections. Journal of Constructional Steel Research, 190, 107061 is available at https://dx.doi.org/10.1016/j.jcsr.2021.107061.en_US
dc.subjectFabrication routesen_US
dc.subjectHexagonal sectionsen_US
dc.subjectHigh strength steelen_US
dc.subjectMaterial propertiesen_US
dc.subjectResidual stressesen_US
dc.titleMaterial properties and residual stresses of high strength steel hexagonal hollow sectionsen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume190en_US
dc.identifier.doi10.1016/j.jcsr.2021.107061en_US
dcterms.abstractThis paper presents an experimental investigation on the material properties variation and residual stress distribution within the high strength steel (HSS) hexagonal hollow sections. Three different fabrication routes encompassing welding or combinations of welding and press-braking were employed for fabricating the HSS hexagonal sections. HSS plates of grade Q690 with two thicknesses of 6 mm and 10 mm were used. A total of 76 tensile coupons extracted from the parent plates and the hexagonal hollow sections with different fabrication routes were tested to obtain the static material properties of the parent steel plates and the material properties variation for the hexagonal hollow sections. A new material model describing the material properties for the flat portion was proposed while the existing material model for cold-formed steel was modified for the materials at the press-braked corners. In addition, residual stresses measurements for five HSS hexagonal sections with different fabrication routes and varying section slenderness were subsequently performed. Sectioning method was adopted in this study with 74 strips extracted and more than 898 strain readings obtained. Results of the residual stress distributions and the magnitudes are presented and discussed. Based on the measurement results, predictive models for residual stresses were developed and can be applied to estimate residual stresses for predicting the structural behaviour of the HSS hexagonal hollow sections.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationJournal of constructional steel research, Mar. 2022, v. 190, 107061en_US
dcterms.isPartOfJournal of constructional steel researchen_US
dcterms.issued2022-03-
dc.identifier.scopus2-s2.0-85122959906-
dc.identifier.eissn1873-5983en_US
dc.identifier.artn107061en_US
dc.description.validate202208 bcchen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumbera1517-
dc.identifier.SubFormID45305-
dc.description.fundingSourceRGCen_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryGreen (AAM)en_US
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