Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/79408
PIRA download icon_1.1View/Download Full Text
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorFang, Hen_US
dc.creatorChan, TMen_US
dc.creatorYoung, Ben_US
dc.date.accessioned2018-11-26T09:31:20Z-
dc.date.available2018-11-26T09:31:20Z-
dc.identifier.issn0143-974Xen_US
dc.identifier.urihttp://hdl.handle.net/10397/79408-
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.rights© 2018 Elsevier Ltd. All rights reserved.en_US
dc.rights© 2018. 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 Fang, H., Chan, T. M., & Young, B. (2018). Material properties and residual stresses of octagonal high strength steel hollow sections. Journal of Constructional Steel Research, 148, 479-490 is available at https://doi.org/10.1016/j.jcsr.2018.06.007.en_US
dc.subjectFabrication routeen_US
dc.subjectHigh strength steelen_US
dc.subjectMaterial properties measurementsen_US
dc.subjectOctagonal hollow sectionen_US
dc.subjectResidual stressen_US
dc.titleMaterial properties and residual stresses of octagonal high strength steel hollow sectionsen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage479en_US
dc.identifier.epage490en_US
dc.identifier.volume148en_US
dc.identifier.doi10.1016/j.jcsr.2018.06.007en_US
dcterms.abstractThis paper presents an experimental investigation to quantify the variation of material properties and residual stresses in the octagonal high strength steel hollow sections from different fabrication routes involving welding or combinations of welding and press-braking. Tensile coupon tests were conducted on the specimens extracted from different locations of the hollow sections with different fabrication routes and static mechanical properties and stress-strain relationship for the specimens were measured. The influence of welding on the material properties was found to be insignificant while strength enhancement was observed for the material at corners formed by press-braking. A stress-strain curve model was proposed for the material across octagonal high strength steel hollow sections. The magnitudes and distributions of longitudinal residual stresses of the octagonal high strength steel hollow sections with different fabrication routes were also measured using the sectioning method and were also found to be dependent on the fabrication route. Based on the measured residual stress results, residual stress models were developed for the hollow sections from different fabrication routes. The obtained variation of material properties and longitudinal residual stresses can be employed to accurately analyse the performance of octagonal high strength steel hollow section structural members for efficient structural designs.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationJournal of constructional steel research, Sept. 2018, v. 148, p. 479-490en_US
dcterms.isPartOfJournal of constructional steel researchen_US
dcterms.issued2018-09-
dc.identifier.scopus2-s2.0-85048730603-
dc.description.validate201811 bcmaen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumbera0603-n01-
dc.identifier.SubFormID559-
dc.description.fundingSourceRGCen_US
dc.description.fundingText15249216en_US
dc.description.pubStatusPublisheden_US
Appears in Collections:Journal/Magazine Article
Files in This Item:
File Description SizeFormat 
Han_et_al._2018.pdfPre-Published version1.66 MBAdobe PDFView/Open
Open Access Information
Status open access
File Version Final Accepted Manuscript
Access
View full-text via PolyU eLinks SFX Query
Show simple item record

Page views

160
Last Week
0
Last month
Citations as of May 12, 2024

Downloads

140
Citations as of May 12, 2024

SCOPUSTM   
Citations

58
Last Week
0
Last month
Citations as of May 9, 2024

WEB OF SCIENCETM
Citations

51
Last Week
1
Last month
Citations as of May 9, 2024

Google ScholarTM

Check

Altmetric


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.