Comparative Study on RCC Beam with & without Carbon Fibre Reinforced Polymer using Ansys Software

Prof. Nitesh Khuswaha; Rahul Dev Bharti

Title:
Comparative Study on RCC Beam with & without Carbon Fibre Reinforced Polymer using Ansys Software

Authors:
Rahul Dev Bharti | Prof. Nitesh Khuswaha

Cite This Article :

Rahul Dev Bharti | Prof. Nitesh Khuswaha "Comparative Study on RCC Beam with & without Carbon Fibre Reinforced Polymer using Ansys Software" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-1, December 2019, pp.478-482, URL: https://www.ijtsrd.com/papers/ijtsrd29628.pdf

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Abstract :
RCC components are mainly beams and columns are sturdy and strong in flexure when they are utilized with Carbon Fibre Reinforced Polymers (CFRP) composites which are epoxy bonded for tensile zones with the direction of fibres parallel to it of high tensile stresses. The mechanical behavior of composite concrete structures is difficult to analyze by an analytical model, due to the nonlinear behavior of the composite material. FE analysis is an efficient solution to overcome the problems. A load defection response, stress response and strain response were measured when CFRP reinforcement was provided, the stiffer response was observed at a relatively reduction in deflection, stress and strain in (CFRP) sheet.Finite Element Method analysis for the investigation of deformation and stresses. Ansys 14.5 software is used for finite element modelling. In this study unreinforced beam and beam reinforced with CFRP are compared on the basis of deformation and stresses.

Keywords :
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Publication Details:

Unique Identification Number : IJTSRD29628

Published In : Volume-4 | Issue-1, December 2019

Page Number(s) : 478-482

Publisher Name : IJTSRD | www.ijtsrd.com | E-ISSN 2456-6470

Copyright © 2019 by author(s) and International Journal of Trend in Scientific Research and Development Journal. This is an Open Access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0) (http://creativecommons.org/licenses/by/4.0)

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