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dc.contributor.convenorPeter J. Moss and Rajesh P. Dhakalen_AU
dc.contributor.authorGarda, Veslemoyen_US
dc.contributor.authorGuan, Hongen_US
dc.contributor.authorLoo, Yew-Chayeen_US
dc.contributor.editorPeter J. Moss and Rajesh P. Dhakalen_US
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 behaviour of slab-column connections with shear stud reinforcement. In all, eleven (11) models are investigated through three parametric studies including varying the opening size, varying the opening location in the front face of the column, and varying the column aspect ratio. The numerical results covering the load-deflection response, ultimate shear strength, deformation and crack patterns are examined in some detail. Where applicable the predicted ultimate shear strengths are compared to the experimental results. The LFEM is also compared to the Australian Standard and American Concrete Institute Code. The performance of the LFEM and the code methods in predicting the punching shear failure behaviour of slab-column connections are discussed.en_US
dc.publisherTaylor & Francisen_US
dc.relation.ispartofconferencenameProceedings of the 19th Australasian Conference on the Mechanics of Structures and Materialsen_US
dc.relation.ispartofconferencetitleProgress in Mechanics of Structures and Materialsen_US
dc.relation.ispartoflocationChristchurch, New Zealanden_US
dc.titlePrediction of Punching Shear Failure Behaviour of Slab-Edge Column Connections with Varying Size and Location of Openingsen_US
dc.typeConference outputen_US
dc.type.descriptionE1 - Conference Publications (HERDC)en_US
dc.type.codeE - Conference Publicationsen_US
gro.facultyGriffith Sciences, Griffith School of Engineeringen_US
gro.hasfulltextNo Full Text

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

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