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dc.contributor.authordos Santos, Gabriel
dc.contributor.authorGardner, Leroy
dc.date.accessioned2019-11-05T01:12:01Z
dc.date.available2019-11-05T01:12:01Z
dc.date.issued2019-06-01
dc.identifier.citationdos Santos , G & Gardner , L 2019 , ' Testing and numerical analysis of stainless steel I-sections under concentrated end-one-flange loading ' , Journal of Constructional Steel Research , vol. 157 , pp. 271-281 . https://doi.org/10.1016/j.jcsr.2019.02.020
dc.identifier.issn0143-974X
dc.identifier.otherPURE: 17568362
dc.identifier.otherPURE UUID: 43393759-1742-4af7-b110-012eebedc5d4
dc.identifier.otherScopus: 85062473242
dc.identifier.otherORCID: /0000-0002-7410-0317/work/63687474
dc.identifier.urihttp://hdl.handle.net/2299/21843
dc.description© 2019 Elsevier Ltd. All rights reserved.
dc.description.abstractA comprehensive investigation into the structural behaviour of austenitic stainless steel welded I-section beams under concentrated transverse end-one-flange loading is reported herein. Ten physical experiments are first described. The experimental results are then presented in terms of the full load-web shortening responses, ultimate loads, out-of-plane deformation fields and failure modes. An extensive finite element modelling study accounting for geometric, material and contact non-linearities was also performed. After successful model validation against the test results, a parametric investigation was conducted considering a range of bearing lengths, different distances of the bearing load to the member end and web slenderness values. The combined experimental and numerical data set was used to assess current European and North American design provisions for the resistance of stainless steel welded I-sections to concentrated end-one-flange loading. The results show that the current design formulae generally lead to safe-sided but rather scattered and conservative capacity predictions with considerable scope for the development of improved design formulae.en
dc.format.extent11
dc.language.isoeng
dc.relation.ispartofJournal of Constructional Steel Research
dc.subjectAustenitic stainless steel
dc.subjectConcentrated transverse load
dc.subjectExperiments
dc.subjectFinite element modelling
dc.subjectEnd-one-flange (EOF)
dc.subjectTesting
dc.subjectCivil and Structural Engineering
dc.titleTesting and numerical analysis of stainless steel I-sections under concentrated end-one-flange loadingen
dc.contributor.institutionSchool of Physics, Engineering & Computer Science
dc.contributor.institutionMaterials and Structures
dc.description.statusPeer reviewed
dc.date.embargoedUntil2021-03-07
dc.identifier.urlhttp://www.scopus.com/inward/record.url?scp=85062473242&partnerID=8YFLogxK
rioxxterms.versionAM
rioxxterms.versionofrecordhttps://doi.org/10.1016/j.jcsr.2019.02.020
rioxxterms.typeJournal Article/Review
herts.preservation.rarelyaccessedtrue


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