Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/104988
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorPannuzzo, Pen_US
dc.creatorChen, Sen_US
dc.creatorChan, TMen_US
dc.date.accessioned2024-03-26T06:17:29Z-
dc.date.available2024-03-26T06:17:29Z-
dc.identifier.issn0143-974Xen_US
dc.identifier.urihttp://hdl.handle.net/10397/104988-
dc.language.isoenen_US
dc.publisherElsevier Ltden_US
dc.subjectCombined compression and cyclic lateral loadsen_US
dc.subjectHysteretic behaviouren_US
dc.subjectPlastic rotation limitsen_US
dc.subjectStructural hollow sectionen_US
dc.titleExperimental investigation on cold-formed steel hollow sections with moderate heat treatment under combined compression and cyclic lateral loadsen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume216en_US
dc.identifier.doi10.1016/j.jcsr.2024.108609en_US
dcterms.abstractThis paper presents an experimental investigation on cold-formed steel rectangular and square hollow sections (RHSs and SHSs) with subsequent heat-treatment under combined compression and cyclic lateral loads. A total of 25 specimens designed with different parameters, including slenderness ratios (b/t and d/t) and axial load ratio (n) ranging from 0 to 0.5 were tested. Material tests were carried out to confirm the material ductility requirements stated in Eurocode being reached. Failure modes, moment-rotation curves, secant stiffness, energy dissipation and plastic hinge length presented were analysed. In addition, deformation capacity was evaluated in terms of maximum and ultimate rotations. The comparison results between plastic rotation limits proposed by design codes and the test results indicate that AISC 341-16 is more suitable for the design of cold formed hollow sections with moderate heat treatment under this investigation, though the recommended reduction factor of axial load might be conservative.en_US
dcterms.accessRightsembargoed accessen_US
dcterms.bibliographicCitationJournal of constructional steel research, May 2024, v. 216, 108609en_US
dcterms.isPartOfJournal of constructional steel researchen_US
dcterms.issued2024-05-
dc.identifier.eissn1873-5983en_US
dc.identifier.artn108609en_US
dc.description.validate202403 bcchen_US
dc.description.oaNot applicableen_US
dc.identifier.FolderNumbera2662-
dc.identifier.SubFormID48032-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextThe Chinese National Engineering Research Centre for Steel Construction (Hong Kong Branch)en_US
dc.description.pubStatusPublisheden_US
dc.date.embargo2026-05-31en_US
dc.description.oaCategoryGreen (AAM)en_US
Appears in Collections:Journal/Magazine Article
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