Please use this identifier to cite or link to this item: http://buratest.brunel.ac.uk/handle/2438/14088
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dc.contributor.authorWinful, DA-
dc.contributor.authorCashell, KA-
dc.contributor.authorBarnes, AM-
dc.contributor.authorPargeter, RJ-
dc.contributor.editorGarlock, MEM-
dc.contributor.editorKodur, VKR-
dc.coverage.spatialPrinceton Univ, Princeton, NJ-
dc.date.accessioned2017-02-22T12:17:28Z-
dc.date.available2016-01-01-
dc.date.available2017-02-22T12:17:28Z-
dc.date.issued2016-
dc.identifier.citationSTRUCTURES IN FIRE, 8: pp. 624 - 631, (2016)en_US
dc.identifier.issnhttp://gateway.webofknowledge.com/gateway/Gateway.cgi?GWVersion=2&SrcApp=PARTNER_APP&SrcAuth=LinksAMR&KeyUT=WOS:000389021500075&DestLinkType=FullRecord&DestApp=ALL_WOS&UsrCustomerID=f12c8c83318cf2733e615e54d9ed7ad5-
dc.identifier.issnhttp://gateway.webofknowledge.com/gateway/Gateway.cgi?GWVersion=2&SrcApp=PARTNER_APP&SrcAuth=LinksAMR&KeyUT=WOS:000389021500075&DestLinkType=FullRecord&DestApp=ALL_WOS&UsrCustomerID=f12c8c83318cf2733e615e54d9ed7ad5-
dc.identifier.urihttp://bura.brunel.ac.uk/handle/2438/14088-
dc.description.abstractThis paper is concerned with the material characteristics of various commercial high strength structural steels (yield strengths between 460 and 700 N/mm2) at elevated temperatures. These steels vary in chemical composition and production route but have similar tensile properties at ambient temperature. Preliminary data of the following: proportional limit (fp,θ), elastic modulus (Ea,θ), effective yield strength (fy,θ) based on the total strain level at 2% (in accordance with the Eurocode approach) obtained from isothermal tests are presented as reduction factors and compared with literature and the Eurocode (EN 1993-1-2). The consequences for material selection and design are also discussed.en_US
dc.description.sponsorshipThe authors would like to acknowledge the EPSRC and TWI Ltd. for the financial support provided for this work through an Industrial CASE award scheme.en_US
dc.format.extent624 - 631 (8)-
dc.language.isoenen_US
dc.publisherDestech Publications, Incen_US
dc.source9th International Conference on Structures in Fire (SiF)-
dc.source9th International Conference on Structures in Fire (SiF)-
dc.subjectScience & Technologyen_US
dc.subjectTechnologyen_US
dc.subjectConstruction & Building Technologyen_US
dc.subjectEngineeringen_US
dc.subjectMaterials Scienceen_US
dc.subjectEngineeringen_US
dc.subjectMaterials Scienceen_US
dc.subjectElevated Temperatureen_US
dc.subjectMechanical propertiesen_US
dc.subjectStructural-steelen_US
dc.subjectMultidisciplinaryen_US
dc.subjectCivilen_US
dc.titleBehaviour of High Strength Steel under Fire Conditionsen_US
dc.typeArticleen_US
dc.relation.isPartOfSTRUCTURES IN FIRE-
pubs.finish-date2016-06-10-
pubs.finish-date2016-06-10-
pubs.publication-statusPublished-
pubs.start-date2016-06-08-
pubs.start-date2016-06-08-
Appears in Collections:Dept of Mechanical Aerospace and Civil Engineering Research Papers

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