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dc.contributor.convenorMark G Stewart and Brad Dockrillen_AU
dc.contributor.authorGuan, Hongen_US
dc.contributor.authorSolter, R.en_US
dc.contributor.editorMark G. Stewart and Brad Dockrillen_US
dc.date.accessioned2017-04-04T17:11:38Z
dc.date.available2017-04-04T17:11:38Z
dc.date.issued2005en_US
dc.date.modified2007-03-21T21:25:55Z
dc.identifier.urihttp://hdl.handle.net/10072/2677
dc.description.abstractThe flat plate floor system is a common design choice for multilevel buildings and car parks. Despite several advantages of the system, it has a tendency to fail in punching shear which is a brittle failure at the slab-column connection and often occurs at a load well below the flexural capacity of the slab. Openings often need to be constructed in the vicinity of slab-column connections for a variety of reasons including ventilation, plumbing, heating, air-conditioning and electrical purposes. When openings are constructed close to the slab-column connection, the volume of concrete resisting transverse shear is reduced, hence increasing the likelihood of punching shear failure of the connection. To strengthen flat plate slab-column connections and to provide adequate ductility, properly placed and anchored shear stud reinforcement (SSR) is often utilised. The focus of this paper is on the numerical analysis of slab-column connections with openings and SSR using the nonlinear Layered Finite Element Method (LFEM). Three parametric studies are conducted to investigate the effect of varying opening size and location as well as column aspect ratio on the punching shear behaviour of the slab-column connections. Results on the shear strength and deflection of the connections are compared and discussed in some detail. This investigation is an important step in determining the size and location of openings and the size of columns for the optimum structural performance of flat plate systems.en_US
dc.description.peerreviewedYesen_US
dc.description.publicationstatusYesen_AU
dc.languageEnglishen_US
dc.language.isoen_AU
dc.publisherEngineers Australiaen_US
dc.publisher.placeSydneyen_US
dc.relation.ispartofstudentpublicationYen_AU
dc.relation.ispartofconferencenameAustralian Structural Engineering Conference 2005en_US
dc.relation.ispartofconferencetitleAustralian Structural Engineering Conference 2005en_US
dc.relation.ispartofdatefrom2005-09-11en_US
dc.relation.ispartofdateto2005-09-14en_US
dc.relation.ispartoflocationNewcastle, Australiaen_US
dc.rights.retentionYen_AU
dc.subject.fieldofresearchcode290801en_US
dc.titleEffect of Openings on Punching Shear Behavior of Concrete Slab-Column Connectionsen_US
dc.typeConference outputen_US
dc.type.descriptionE1 - Conference Publications (HERDC)en_US
dc.type.codeE - Conference Publicationsen_US
gro.date.issued2005
gro.hasfulltextNo Full Text


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    Contains papers delivered by Griffith authors at national and international conferences.

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