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dc.contributor.authorBock, Marina
dc.contributor.authorTheofanous, Marios
dc.contributor.authorDirar, Samir
dc.contributor.authorRaybone, Paul
dc.date.accessioned2019-04-05T15:05:22Z
dc.date.available2019-04-05T15:05:22Z
dc.date.issued2019-04-01
dc.identifier.citationBock, M., Theofanous, M., Dirar, S. and Raybone, P. (2019) Assessment of web crippling design provisions for application to proprietary soldier beams, Structures, 20(2019), pp. 147-156.
dc.identifier.issn2352-0124en
dc.identifier.doi10.1016/j.istruc.2019.03.011
dc.identifier.urihttp://hdl.handle.net/2436/622265
dc.description.abstractStructures used for temporary works are lightweight so that they are easy to transport, erect and dismantle. Particular care should be taken in their design as local instabilities could arise due to their thin-walled nature. This article presents 12 tests on proprietary soldier beams subjected to two concentrate opposing loads applied simultaneously. The geometry of the proprietary beams feature cold-formed C-shaped sections with web holes connected back to back with internal spacers. In the absence of design rules for application to such members, the experimental results are used in the present investigation to assess the suitability of the provisions for the web crippling design of coldformed steel members as well as existing design methods from the literature, which account for the effect of perforations in the web. Experimental and predicted resistances are compared and design recommendations are provided.en
dc.description.sponsorshipLeada Acrowen
dc.formatapplication/PDFen
dc.language.isoenen
dc.publisherElsevieren
dc.relation.urlhttps://www.journals.elsevier.com/structuresen
dc.rightsAttribution-NonCommercial-NoDerivs 3.0 United States*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/us/*
dc.subjecttemporary structuresen
dc.subjectexperimental behaviouren
dc.subjectcold-formeden
dc.subjectweb cripplingen
dc.subjecttwo-flange loadingen
dc.subjectproprietary soldier beamsen
dc.titleAssessment of web crippling design provisions for application to proprietary soldier beamsen
dc.typeJournal articleen
dc.identifier.journalStructuresen
dc.date.accepted2019-03-21
rioxxterms.funderUniversity of Wolverhamptonen
rioxxterms.identifier.projectUOW050419MBen
rioxxterms.versionAMen
rioxxterms.licenseref.urihttps://creativecommons.org/licenses/by-nc-nd/4.0/en
rioxxterms.licenseref.startdate2020-04-01en
dc.source.volume20
dc.source.beginpage147
dc.source.endpage156
refterms.dateFCD2019-04-05T15:05:01Z
refterms.versionFCDAM


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Attribution-NonCommercial-NoDerivs 3.0 United States
Except where otherwise noted, this item's license is described as Attribution-NonCommercial-NoDerivs 3.0 United States