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Combined flexure and web crippling strength of a low-ductility high strength steel decking: Experiment and a finite element model

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dc.citedby20
dc.contributor.authorAkhand A.M.en_US
dc.contributor.authorWan Badaruzzaman W.H.en_US
dc.contributor.authorWright H.D.en_US
dc.contributor.authorid7004303237en_US
dc.contributor.authorid57205189014en_US
dc.contributor.authorid7202463192en_US
dc.date.accessioned2023-12-28T08:58:13Z
dc.date.available2023-12-28T08:58:13Z
dc.date.issued2004
dc.description.abstractProfiled decking or sheeting of high strength low-ductility steel (ASTM611 Grade E) is a relatively new development in building construction industry. Due to inadequate information, the major international codes of design practices are yet to include this steel, and apply additional restrictions on their design and use. This type of decking shows high sensitivity to distortional as well as local buckling. Strength of such decking under combined flexure and web crippling as well as moment-rotation capacity are of principal concern if such decking is to be designed as a continuous structure to achieve better economy. This paper describes an experimental study of the behaviour of re-entrant decking of low-ductility steel under combined web crippling and flexure. Based on this experimental study, a nonlinear finite element model has been proposed which can predict the moment-rotation characteristics of such decking with reasonable accuracy. � 2004 Published by Elsevier Ltd.en_US
dc.description.natureFinalen_US
dc.identifier.doi10.1016/j.tws.2004.03.023
dc.identifier.epage1082
dc.identifier.issue7
dc.identifier.scopus2-s2.0-2942618770
dc.identifier.spage1067
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-2942618770&doi=10.1016%2fj.tws.2004.03.023&partnerID=40&md5=1ed5a0421d6f53ad916d5d0eed5d5f23
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/29914
dc.identifier.volume42
dc.pagecount15
dc.sourceScopus
dc.sourcetitleThin-Walled Structures
dc.subjectHigh strength low-ductility steel
dc.subjectNonlinear analysis
dc.subjectProfiled decking
dc.subjectWeb crippling
dc.subjectBending strength
dc.subjectBuckling
dc.subjectFinite element method
dc.subjectMathematical models
dc.subjectNonlinear systems
dc.subjectRotation
dc.subjectStructural analysis
dc.subjectHigh strength low-ductility steel
dc.subjectNonlinear analysis
dc.subjectProfiled decking
dc.subjectWeb crippling
dc.subjectSteel
dc.titleCombined flexure and web crippling strength of a low-ductility high strength steel decking: Experiment and a finite element modelen_US
dc.typeArticleen_US
dspace.entity.typePublication
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