Nonlinear Finite Element Analysis Of Reinforced Concrete Plates In  Punching Shear

dc.contributor.author	Kabir, Ahsanul
dc.contributor.author	DSM Shahddeul Islam, Colonel
dc.date.accessioned	2015-09-21T05:58:50Z
dc.date.available	2015-09-21T05:58:50Z
dc.date.issued	2012-02
dc.description.abstract	This is an attempt to carry out nonlinear analysis of reinforced concrete flat plates using 3 D-Brick elements in combination with Link elements. A 3-dimensional reinforced concrete flat plate model is generated. The formulation has been checked against experimental results of tests on slabs subjected to punching shear. From a comparison of the numerical and the experimental results, it is concluded that the generated model by the Finite Element Analysis package ANSYS is capable of analysing reinforced concrete plates with significant degree of accuracy. A few parametric studies has also been undertaken to determine the behaviour of plates with and without shear reinforcements and/or compression reinforcement.	en_US
dc.description.sponsorship	R&D Wing	en_US
dc.identifier.issn	2224-2007
dc.identifier.uri	http://hdl.handle.net/123456789/215
dc.language.iso	en	en_US
dc.publisher	R&D Wing, MIST	en_US
dc.relation.ispartofseries	MIST Journal of Science and Technology;Volume 1, Number 1, February 2012
dc.subject	Punching Shear, Nonlinear Analysis, Finite Element Analysis, Reinforced Concrete, Flat plate, 3-Dimension Compression steel.	en_US
dc.title	Nonlinear Finite Element Analysis Of Reinforced Concrete Plates In Punching Shear	en_US
dc.type	Article	en_US

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