Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/101160
PIRA download icon_1.1View/Download Full Text
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorLiu, Xen_US
dc.creatorChung, KFen_US
dc.creatorHuang, Men_US
dc.creatorWang, Gen_US
dc.creatorNethercot, DAen_US
dc.date.accessioned2023-08-30T04:15:26Z-
dc.date.available2023-08-30T04:15:26Z-
dc.identifier.issn0143-974Xen_US
dc.identifier.urihttp://hdl.handle.net/10397/101160-
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.rights© 2019 Elsevier Ltd. All rights reserved.en_US
dc.rights© 2019. This manuscript version is made available under the CC-BY-NC-ND 4.0 license https://creativecommons.org/licenses/by-nc-nd/4.0/en_US
dc.rightsThe following publication Liu, X., Chung, K. F., Huang, M., Wang, G., & Nethercot, D. A. (2019). Thermomechanical parametric studies on residual stresses in S355 and S690 welded H-sections. Journal of Constructional Steel Research, 160, 387-401 is available at https://doi.org/10.1016/j.jcsr.2019.06.001.en_US
dc.subjectCoupled thermo-mechanical analysisen_US
dc.subjectHeat input energyen_US
dc.subjectHigh strength steelen_US
dc.subjectResidual stresses patternsen_US
dc.subjectWeldingen_US
dc.titleThermomechanical parametric studies on residual stresses in S355 and S690 welded H-sectionsen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage387en_US
dc.identifier.epage401en_US
dc.identifier.volume160en_US
dc.identifier.doi10.1016/j.jcsr.2019.06.001en_US
dcterms.abstractIn order to examine and compare welding-induced residual stresses in welded H-sections of different steel grades and heat input energy, extensive parametric studies were carried out using fully calibrated and highly efficient finite element models to perform coupled thermomechanical analyses. Numerical results including temperature history and distributions, residual stress distributions and magnitudes, and force equilibrium were discussed, and comparisons were made between calibrated finite element models with different steel grades, and different heat input energy during welding. It was established that the residual stresses in S690 welded H-sections were proportionally less pronounced when compared with those in S355 welded H-sections of similar dimensions. Residual stresses in multi-pass S355 and S690 welded H-sections were shown to be significantly reduced, when compared with those in single-pass welded H-sections of similar dimensions. A simplified pattern was proposed to describe both the distributions and the magnitudes of residual stresses, and a set of formulae was also provided. It was confirmed that the residual stress pattern given in a definitive ECCS document for S355 sections was very conservative, and applicability of that pattern to S690 welded H-sections would significantly over-estimate residual stresses in these S690 sections. Hence, the proposed residual stress pattern together with the set of formulae for both S355 and S690 welded H-sections with single-pass and multi-pass welding should be adopted for accurate prediction of their structural behaviour.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationJournal of constructional steel research, Sept 2019, v. 160, p. 387-401en_US
dcterms.isPartOfJournal of constructional steel researchen_US
dcterms.issued2019-09-
dc.identifier.scopus2-s2.0-85067198250-
dc.identifier.eissn1873-5983en_US
dc.description.validate202308 bcchen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-1280-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextChinese National Engineering Research Centre for Steel Construction; Hong Kong Polytechnic University; Innovation and Technology Commission - Hong Kongen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS18107316-
dc.description.oaCategoryGreen (AAM)en_US
Appears in Collections:Journal/Magazine Article
Files in This Item:
File Description SizeFormat 
Chung_Thermomechanical_Parametric_Studies.pdfPre-Published version1.71 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

78
Last Week
3
Last month
Citations as of Nov 9, 2025

Downloads

55
Citations as of Nov 9, 2025

SCOPUSTM   
Citations

22
Citations as of Dec 19, 2025

WEB OF SCIENCETM
Citations

22
Citations as of Dec 18, 2025

Google ScholarTM

Check

Altmetric


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