Study of Elastic Property of RCC Beam using ANSYS |
Author(s): |
| Sikandar Shakil , Wolaita sodo university; Bergene Bassa Hallala, Wolaita sodo university; Tanveer Ahmad, Swami Rama Himalyan University; Uzair Khan, ABES Engineering College |
Keywords: |
| Reinforced Concrete Beam, Modulus of Elasticity, Finite Element Analysis, ANSYS 14.0 |
Abstract |
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With the recent advancement in the structural design of concrete structure it has become very essential to know the elastic properties of reinforced concrete rather than using elastic property of plain concrete in which only cross area of plain concrete is taken into consideration whereas the effect of reinforcement bars and tie bars which confines concrete are not considered. As per the current IS: 456-2000 codal provisions the modulus of elasticity of concrete is expressed as a function of grade of concrete. The aim of this study is to determine Modulus of Elasticity of reinforced Concrete by non-linear Finite Element Analysis (model size 250x 300 x 4800 mm) with different grades of concrete (M20, M25, M30) and percentage of tension reinforcement varying from 0.54 to 1.26% using ANSYS. |
Other Details |
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Paper ID: IJSRDV5I60622 Published in: Volume : 5, Issue : 6 Publication Date: 01/09/2017 Page(s): 2094-2098 |
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