Please use this identifier to cite or link to this item: http://buratest.brunel.ac.uk/handle/2438/12239
Full metadata record
DC FieldValueLanguage
dc.contributor.authorWang, J-
dc.contributor.authorAfshan, S-
dc.contributor.authorGkantou, M-
dc.contributor.authorTheofanous, M-
dc.contributor.authorBaniotopoulos, C-
dc.contributor.authorGardner, L-
dc.date.accessioned2016-03-03T09:50:11Z-
dc.date.available2016-06-01-
dc.date.available2016-03-03T09:50:11Z-
dc.date.issued2016-
dc.identifier.citationJournal of Constructional Steel Research, 121: pp. 97 - 109, (2016)en_US
dc.identifier.issn0143-974X-
dc.identifier.urihttp://www.sciencedirect.com/science/article/pii/S0143974X16300177-
dc.identifier.urihttp://bura.brunel.ac.uk/handle/2438/12239-
dc.description.abstractHigh strength steels, considered in the context of the structural Eurocodes, as steels with a yield strength over 460 MPa, are gaining increasing attention from structural engineers and researchers owing to their potential to enable lighter and more economic structures. This paper focuses on the bending strength of hot-finished high strength steel (HSS) square and rectangular hollow sections; the results of detailed experimental and numerical studies are presented and structural design rules for HSS cross-sections are proposed. A total of 22 in-plane bending tests, in three-point bending and four-point bending configurations, on HSS sections in grades S460 and S690 were conducted. The experimental results were replicated by means of non-linear finite element modelling. Upon validation of the finite element models, parametric studies were performed to assess the structural response of HSS sections over a wider range of cross-section slenderness, cross-section aspect ratio and moment gradient. The experimental results combined with the obtained numerical results were used to assess the suitability of the current European (EN 1993-1-1 and EN 1993-1-12) cross-section classification limits for HSS structural components. The reliability of the proposed cross-section classification limits was verified by means of the EN 1990 - Annex D method.en_US
dc.description.sponsorshipThe Research Fund for Coal and Steel (RFCS) under grant agreement No. RFSR CT 2012-00028. V&M DEUTSCHLAND GMBH, Mr. Gordon Herbert, Mr. Fillip Kirazov and Mr. Isaak Vryzidisen_US
dc.format.extent97 - 109-
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.subjectBendingen_US
dc.subjectEurocode 3en_US
dc.subjectExperimentsen_US
dc.subjectHigh strength steelen_US
dc.subjectHot-finisheden_US
dc.subjectMoment capacityen_US
dc.subjectSlenderness limitsen_US
dc.subjectTestingen_US
dc.titleFlexural behaviour of hot-finished high strength steel square and rectangular hollow sectionsen_US
dc.typeArticleen_US
dc.identifier.doihttp://dx.doi.org/10.1016/j.jcsr.2016.01.017-
dc.relation.isPartOfJournal of Constructional Steel Research-
pubs.publication-statusAccepted-
pubs.publication-statusAccepted-
pubs.volume121-
Appears in Collections:Dept of Mechanical Aerospace and Civil Engineering Research Papers

Files in This Item:
File Description SizeFormat 
Fulltext.pdf8.98 MBAdobe PDFView/Open


Items in BURA are protected by copyright, with all rights reserved, unless otherwise indicated.