Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/101105
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorChung, KFen_US
dc.creatorHo, HCen_US
dc.creatorHu, YFen_US
dc.creatorWang, Ken_US
dc.creatorLiu, Xen_US
dc.creatorXiao, Men_US
dc.creatorNethercot, DAen_US
dc.date.accessioned2023-08-30T04:14:58Z-
dc.date.available2023-08-30T04:14:58Z-
dc.identifier.issn0141-0296en_US
dc.identifier.urihttp://hdl.handle.net/10397/101105-
dc.language.isoenen_US
dc.publisherPergamon Pressen_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 Chung, K. F., Ho, H. C., Hu, Y. F., Wang, K., Liu, X., Xiao, M., & Nethercot, D. A. (2020). Experimental evidence on structural adequacy of high strength S690 steel welded joints with different heat input energy. Engineering Structures, 204, 110051 is available at https://doi.org/10.1016/j.engstruct.2019.110051.en_US
dc.subjectHeat input energyen_US
dc.subjectHigh strength steelsen_US
dc.subjectMicrostructure changeen_US
dc.subjectReduction in mechanical propertiesen_US
dc.subjectWeldingen_US
dc.titleExperimental evidence on structural adequacy of high strength S690 steel welded joints with different heat input energyen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume204en_US
dc.identifier.doi10.1016/j.engstruct.2019.110051en_US
dcterms.abstractQuenching and tempering is a highly developed heat treatment method to produce high strength steels with certain quantities of expensive alloy elements. This process has been highly industrialized and widely adopted in modern steel mills to produce high strength S690 steels. However, a heating/cooling cycle induced during welding may initiate phase transformation, re-crystallization and grain growth in microstructures of these steels. This will cause a significant reduction in their mechanical properties if both the maximum temperatures during welding and the cooling rates after welding are not properly controlled. Over the past twenty years, conflicting research findings have been reported on mechanical properties of these S690 welded sections due to different welding procedures and parameters adopted during welding. In order to quantify adverse effects on mechanical properties of the S690 steel welded joints under static loads, a series of pilot tests on a total of 18 coupons of S690 steel plates, welded joints and weld metals with different heat input energy during welding have been conducted to examine their deformation characteristics under tension. Moreover, 12 reference and 12 spliced S690 welded H-sections with different heat input energy adopted in the welding processes have been conducted to examine their deformation characteristics under compression, in particular, their section resistances under compression. It is demonstrated that by a proper control on the heat input energy during welding, it is possible to control or even eliminate any reduction in the mechanical properties of these S690 welded joints under either tension or compression. Consequently, experimental evidence on structural adequacy of these high strength S690 steel welded joints with different heat input energy adopted in the welding processes is provided scientifically to confirm applications of these high strength S690 steels in construction.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationEngineering structures, 1 Feb. 2020, v. 204, 110051en_US
dcterms.isPartOfEngineering structuresen_US
dcterms.issued2020-02-01-
dc.identifier.scopus2-s2.0-85076236870-
dc.identifier.eissn1873-7323en_US
dc.identifier.artn110051en_US
dc.description.validate202308 bcchen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-1012-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextChinese National Engineering Research Centre for Steel Construction; Department of Civil and Environmental Engineering at the Hong Kong Polytechnic University; University Research Committee, University of Hong Kong; Hong Kong Polytechnic University; Innovation and Technology Commission - Hong Kongen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS18107151-
dc.description.oaCategoryGreen (AAM)en_US
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