Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/95107
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorHu, YFen_US
dc.creatorChung, KFen_US
dc.creatorBan, Hen_US
dc.creatorNethercot, DAen_US
dc.date.accessioned2022-09-14T08:20:05Z-
dc.date.available2022-09-14T08:20:05Z-
dc.identifier.issn0141-0296en_US
dc.identifier.urihttp://hdl.handle.net/10397/95107-
dc.language.isoenen_US
dc.publisherPergamon Pressen_US
dc.rights© 2020 Elsevier Ltd. All rights reserved.en_US
dc.rights© 2020. 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 Hu, Y. F., Chung, K. F., Ban, H., & Nethercot, D. A. (2020). Investigations into residual stresses in S690 cold-formed circular hollow sections due to transverse bending and longitudinal welding. Engineering Structures, 219, 110911 is available at https://doi.org/10.1016/j.engstruct.2020.110911.en_US
dc.subjectBendingen_US
dc.subjectCold-formed circular hollow sectionsen_US
dc.subjectHigh strength steelsen_US
dc.subjectResidual stressesen_US
dc.subjectThermomechanical analysisen_US
dc.subjectWeldingen_US
dc.titleInvestigations into residual stresses in S690 cold-formed circular hollow sections due to transverse bending and longitudinal weldingen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume219en_US
dc.identifier.doi10.1016/j.engstruct.2020.110911en_US
dcterms.abstractThis paper presents an experimental and numerical investigation into residual stresses of S690 cold-formed circular hollow sections (CFCHS) due to transverse bending and longitudinal welding. It is generally expected that adverse effects of residual stresses on both cross-section and member resistances in the S690 CFCHS are proportionally less pronounced, when compared with those in S355 CFCHS owing to increased yield strengths of the steels. Hence, there is a need to determine the distribution of residual stresses in the S690 CFCHS through a rational experimental and numerical investigation in order to provide accurate data for subsequent structural assessment on these sections. A total of four S690 CFCHS are fabricated with 6 mm thick plates with (i) transverse bending, and (ii) longitudinal welding. Surface temperature history at selected positions of these sections are measured with thermocouples during welding while surface residual stresses are measured with the sectioning method after welding. Owing to various practical constraints in measuring residual stresses of these sections accurately, a total of three coordinated finite element models are established in which their numerical results are integrated for rational analyses. The transverse bending process is simulated with two-dimensional models with plane-strain elements which undergo extensive plastic deformations to generate residual stresses after springback. The longitudinal welding process is simulated with two coupled three-dimensional models with solid elements to perform a sequentially-coupled thermomechanical analysis in the presence of those residual stresses due to transverse bending. Consequently, a rational distribution of the residual stresses due to both transverse bending and longitudinal welding in these sections are readily determined with these coordinated finite element models after careful calibration against measured data.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationEngineering structures, 15 Sept. 2020, v. 219, 110911en_US
dcterms.isPartOfEngineering structuresen_US
dcterms.issued2020-09-15-
dc.identifier.scopus2-s2.0-85086398945-
dc.identifier.eissn1873-7323en_US
dc.identifier.artn110911en_US
dc.description.validate202209 bcfcen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-0721-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextHong Kong Polytechnic Universityen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS23134948-
dc.description.oaCategoryGreen (AAM)en_US
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