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Analysis of concrete beam with cfrp layers using ansys

Author: 
Udit Lahoti and Sumit Pahwa
Subject Area: 
Physical Sciences and Engineering
Abstract: 

Carbon Fibre Reinforced Concrete (CFRC) beam width examination has been analysed in the latest study. CFRC materials are the commonly used material in the structures more than other materials to determine the problems in concrete structures. They give strength and stiffness to concrete beam. ANSYS tool has been employed in the current study to solve concrete problem. Result of thickness of the CFRC has been defined in the current paper by studying the deformation and strain generated. Four different set has been designed all having the same outer dimensions. To change the thickness of CFRC concrete beam dimensions has been decreases and results have been compared with the beam which is made of concrete only. Base beam dimensions are 350×300 mm2 and length is 3500mm. Three thickness of CFRC have been assumed 2mm, 3mm and 4mm. From the results it has been found that beam with beam with 4mm thickness CFRC shows less deflection with respect to the other beams, which indirectly means CFRC beam, has higher strength with respect to simple concrete beam. Weight comparison of all the beam has also been conceded out which represents that with 4mm thickness CFRC is lighter in weight compared to the others.

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