Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/118110
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorWang, Yen_US
dc.creatorHu, YFen_US
dc.creatorHan, Yen_US
dc.creatorBan, Hen_US
dc.creatorShi, Yen_US
dc.creatorChung, KFen_US
dc.creatorBaddoo, Nen_US
dc.date.accessioned2026-03-17T03:24:34Z-
dc.date.available2026-03-17T03:24:34Z-
dc.identifier.issn0143-974Xen_US
dc.identifier.urihttp://hdl.handle.net/10397/118110-
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.subjectBimetallic stainless-claden_US
dc.subjectDebondingen_US
dc.subjectIntegrity failureen_US
dc.subjectStrength and ductilityen_US
dc.subjectWelded jointsen_US
dc.titleMonotonic behaviour of stainless-clad bimetallic steel and their welded jointsen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume229en_US
dc.identifier.doi10.1016/j.jcsr.2025.109535en_US
dcterms.abstractThis paper describes a series of structural tests on standardized coupons of stainless-clad (SC) bimetallic steel plates and their welded joints under various actions. Despite the clad layers of the stainless steel are bonded at a metallurgic level onto the substrate plate of carbon steel, it is important to establish that debonding of the clad layer from the substrate plate, i.e. an integrity failure within the SC plates, will not take place prematurely. These structural tests include i) debonding tests along the interfaces of the stainless steel and the carbon steel of the SC plates under shear and tension actions; ii) tension tests on the SC plates; iii) both tensile and bending tests on the welded joints of the SC plates. It is shown that among all these tests on the SC plates and their welded joints, the interfaces of the SC plates are very strong and fully intact under various global and local actions. The SC plates are considered to be highly effective, and enhancement provided by the clad layers of the stainless steel to the substrate plates of carbon steel is totally reliable up to its fracture. Moreover, the welded joints of the SC plates are always stronger than their base plates under the effects of welding. Consequently, it is demonstrated that these SC plates are able to meet various stringent structural requirements in construction, and they are able to sustain large applied loads even up to large deformations.en_US
dcterms.accessRightsembargoed accessen_US
dcterms.bibliographicCitationJournal of constructional steel research, June 2025, v. 229, 109535en_US
dcterms.isPartOfJournal of constructional steel researchen_US
dcterms.issued2025-06-
dc.identifier.scopus2-s2.0-105001157921-
dc.identifier.eissn1873-5983en_US
dc.identifier.artn109535en_US
dc.description.validate202603 bchyen_US
dc.description.oaNot applicableen_US
dc.identifier.SubFormIDG001230/2025-12-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextFunding text 1: This work is financially supported by the National Natural Science Foundation of China (No. 52061160485) and the Research Grants Council of the University Grants Committee of (N_PolyU551/20) of the Government of Hong Kong SAR, which are gratefully acknowledged. The project is also partially supported by the Chinese National Engineering Research Centre for Steel Construction (Hong Kong Branch) at the Hong Kong Polytechnic University, and the funding provided by the Innovation and Technology Fund of the Government of Hong Kong SAR (Project Nos. 1-BBY3 &1-BBY4) is also gratefully acknowledged.; Funding text 2: This work is financially supported by the National Natural Science Foundation of China (No. 52061160485 ) and the Research Grants Council of the University Grants Committee of ( N_PolyU551/20 ) of the Government of Hong Kong SAR , which are gratefully acknowledged.en_US
dc.description.pubStatusPublisheden_US
dc.date.embargo2027-06-30en_US
dc.description.oaCategoryGreen (AAM)en_US
Appears in Collections:Journal/Magazine Article
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Embargo End Date 2027-06-30
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