Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/88234
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorCai, Yen_US
dc.creatorYoung, Ben_US
dc.date.accessioned2020-09-28T01:46:54Z-
dc.date.available2020-09-28T01:46:54Z-
dc.identifier.issn0263-8231en_US
dc.identifier.urihttp://hdl.handle.net/10397/88234-
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 http://creativecommons.org/licenses/by-nc-nd/4.0/.en US
dc.rightsThe following publication Cai, Y., & Young, B. (2019). Mechanical properties of thin sheet steel after exposure to high temperatures. Thin-Walled Structures, 142, 460-475 is available at https://dx.doi.org/10.1016/j.tws.2019.05.011.en US
dc.subjectCoupon testsen_US
dc.subjectHigh temperaturesen_US
dc.subjectResidual mechanical propertiesen_US
dc.subjectRetention factoren_US
dc.subjectThin sheet steelen_US
dc.titleMechanical properties of thin sheet steel after exposure to high temperaturesen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage460en_US
dc.identifier.epage475en_US
dc.identifier.volume142en_US
dc.identifier.doi10.1016/j.tws.2019.05.011en_US
dcterms.abstractThere is presently very limited research work on the mechanical properties of thin sheet steel (TSS) after exposure to high temperatures (at post-fire condition). In this study, 35 coupon specimens were tested after being exposed to high temperatures. The coupon specimens were extracted from three different grades of TSS, namely, grades of G450, G500 and G550, with nominal 0.2% proof stresses (yield strengths) of 450, 500 and 550 in MPa, respectively. The TSS grades G450, G500 and G550 had nominal thicknesses of 1.90, 1.20 and 0.42 mm, respectively. The liquefied petroleum gas (LPG) furnace and the electronic furnace were used to heat the coupon specimens to four different nominal peak temperatures up to 900 °C, where the ISO-834 standard fire curve was followed by the LPG furnace. The specimens were generally soaked before being cooled to ambient temperature conditions inside the furnaces. Tensile coupon tests were conducted on the TSS, where the mechanical properties associated with the stress-strain curves were investigated, including Young's modulus, 0.2% proof stress, ultimate strength, ultimate strain and fracture strain. The residual mechanical properties at post-fire conditions were compared in terms of steel grades, the two different heating methods and the peak temperatures the specimens exposed. Furthermore, the retention factors were compared with those predicted by proposed equations in the literature. New predictive curves are proposed for the determination of the residual mechanical properties of TSS after they were exposed to elevated temperatures. It was demonstrated that the proposed predictive curves are suitable for TSS with nominal 0.2% proof stress ranged from 450 to 550 MPa, and nominal thickness up to 1.90 mm.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationThin-walled structures, Sept. 2019, v. 142, p. 460-475en_US
dcterms.isPartOfThin-walled structuresen_US
dcterms.issued2019-09-
dc.identifier.scopus2-s2.0-85066138540-
dc.identifier.eissn1879-3223en_US
dc.description.validate202009 bcrcen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumbera0485-n06en_US
dc.description.pubStatusPublisheden_US
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