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dc.contributor.authorGuan, Hongen_US
dc.contributor.authorPolak, Maria Annaen_US
dc.contributor.editorDon Mavinicen_US
dc.date.accessioned2017-04-24T10:15:56Z
dc.date.available2017-04-24T10:15:56Z
dc.date.issued2007en_US
dc.date.modified2008-03-04T22:19:39Z
dc.identifier.issn12086029en_US
dc.identifier.urihttp://hdl.handle.net/10072/17275
dc.description.abstractAn extended nonlinear layered finite element method (LFEM) is used to investigate the influence of openings and shear stud reinforcement (SSR) on the behaviour of reinforced concrete slab - edge column connections. In all, ten large-scale slab - edge column connections tested previously are analyzed. The laboratory test variables were the size and location of the openings in the vicinity of an edge column and the existence of SSR. The numerical results of the load-deflection response, the ultimate strength, and the crack patterns are compared with the experimental findings and good agreement is achieved. A numerical study on two connections is also carried out to determine the influence of the locations of opening in slab - edge column connections with SSR. Discussion on code provisions for slabs with openings is provided. The comparative and numerical studies confirm the accuracy, reliability, and effectiveness of the LFEM in the analysis of slab - edge column connections with both openings and SSR.en_US
dc.description.peerreviewedYesen_US
dc.description.publicationstatusYesen_AU
dc.languageEnglishen_US
dc.language.isoen_AU
dc.publisherN R C Research Pressen_US
dc.publisher.placeCanadaen_US
dc.relation.ispartofstudentpublicationNen_AU
dc.relation.ispartofpagefrom952en_US
dc.relation.ispartofpageto965en_US
dc.relation.ispartofissue8en_US
dc.relation.ispartofjournalCanadian Journal of Civil Engineeringen_US
dc.relation.ispartofvolume34en_US
dc.rights.retentionYen_AU
dc.subject.fieldofresearchcode290801en_US
dc.titleFinite Element Studies of Reinforced Concrete Slab - Edge Column Connections With Openingsen_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.date.issued2007
gro.hasfulltextNo Full Text


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