Nonlinear Finite Element Analysis Of Reinforced Concrete Plates In Punching Shear

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 subjec...

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Główni autorzy: Kabir, Ahsanul, DSM Shahddeul Islam, Colonel
Format: Artykuł
Język:angielski
Wydane: R&D Wing, MIST 2015
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Dostęp online:http://hdl.handle.net/123456789/215
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author Kabir, Ahsanul
DSM Shahddeul Islam, Colonel
author_browse DSM Shahddeul Islam, Colonel
Kabir, Ahsanul
author_facet Kabir, Ahsanul
DSM Shahddeul Islam, Colonel
author_sort Kabir, Ahsanul
collection DSpace
description 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.
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spelling oai:localhost:123456789-2152016-01-21T17:37:21Z Nonlinear Finite Element Analysis Of Reinforced Concrete Plates In Punching Shear Kabir, Ahsanul DSM Shahddeul Islam, Colonel Punching Shear, Nonlinear Analysis, Finite Element Analysis, Reinforced Concrete, Flat plate, 3-Dimension Compression steel. 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. R&D Wing 2015-09-21T05:58:50Z 2015-09-21T05:58:50Z 2012-02 Article 2224-2007 http://hdl.handle.net/123456789/215 en MIST Journal of Science and Technology;Volume 1, Number 1, February 2012 application/pdf R&D Wing, MIST
spellingShingle Punching Shear, Nonlinear Analysis, Finite Element Analysis, Reinforced Concrete, Flat plate, 3-Dimension Compression steel.
Kabir, Ahsanul
DSM Shahddeul Islam, Colonel
Nonlinear Finite Element Analysis Of Reinforced Concrete Plates In Punching Shear
title Nonlinear Finite Element Analysis Of Reinforced Concrete Plates In Punching Shear
title_full Nonlinear Finite Element Analysis Of Reinforced Concrete Plates In Punching Shear
title_fullStr Nonlinear Finite Element Analysis Of Reinforced Concrete Plates In Punching Shear
title_full_unstemmed Nonlinear Finite Element Analysis Of Reinforced Concrete Plates In Punching Shear
title_short Nonlinear Finite Element Analysis Of Reinforced Concrete Plates In Punching Shear
title_sort nonlinear finite element analysis of reinforced concrete plates in punching shear
topic Punching Shear, Nonlinear Analysis, Finite Element Analysis, Reinforced Concrete, Flat plate, 3-Dimension Compression steel.
url http://hdl.handle.net/123456789/215
work_keys_str_mv AT kabirahsanul nonlinearfiniteelementanalysisofreinforcedconcreteplatesinpunchingshear
AT dsmshahddeulislamcolonel nonlinearfiniteelementanalysisofreinforcedconcreteplatesinpunchingshear