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dc.contributor.authorGuan, Hongen_US
dc.contributor.editorJ.G. Tengen_US
dc.date.accessioned2017-04-24T10:16:06Z
dc.date.available2017-04-24T10:16:06Z
dc.date.issued2009en_US
dc.date.modified2010-06-09T07:33:11Z
dc.identifier.issn13694332en_US
dc.identifier.doi10.1260/136943309787522605en_AU
dc.identifier.urihttp://hdl.handle.net/10072/30763
dc.description.abstractA numerical analysis using the non-linear Layered Finite Element Method (LFEM) is undertaken to predict the effect of openings on punching shear failure behaviour of slab-column connections with shear stud reinforcement (SSR). In all, twenty one (21) models are examined through six parametric studies including varying the opening size and location and varying the column aspect ratio. The numerical results covering the load-deflection response, ultimate shear strength, deformation and crack pattern are evaluated in some detail. Where applicable the predicted ultimate shear strengths are compared to the experimental results. Also included in the comparison are the empirical predictions recommended by the Standards Association of Australia and the American Concrete Institute. This investigation is an important step towards the determination of the size and location of opening and the size of column for optimum structural performance of flat plate systems.en_US
dc.description.peerreviewedYesen_US
dc.description.publicationstatusYesen_AU
dc.format.extent405447 bytes
dc.format.mimetypeapplication/pdf
dc.languageEnglishen_US
dc.language.isoen_AU
dc.publisherMulti-Science Publishing Co Ltden_US
dc.publisher.placeUnited Kingdomen_US
dc.relation.ispartofstudentpublicationNen_AU
dc.relation.ispartofpagefrom19en_US
dc.relation.ispartofpageto36en_US
dc.relation.ispartofissue1en_US
dc.relation.ispartofjournalAdvances in Structural Engineeringen_US
dc.relation.ispartofvolume12en_US
dc.rights.retentionYen_AU
dc.subject.fieldofresearchStructural Engineeringen_US
dc.subject.fieldofresearchcode090506en_US
dc.titlePrediction of Punching Shear Failure Behaviour of Slab-Edge Column Connections with Varying Opening and Column Parametersen_US
dc.typeJournal articleen_US
dc.type.descriptionC1 - Peer Reviewed (HERDC)en_US
dc.type.codeC - Journal Articlesen_US
gro.facultyGriffith Sciences, Griffith School of Engineeringen_US
gro.rights.copyrightCopyright 2009 Multi-Science Publishing. This is the author-manuscript version of this paper. Reproduced in accordance with the copyright policy of the publisher. Please refer to the journal website for access to the definitive, published version.en_AU
gro.date.issued2009
gro.hasfulltextFull Text


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