FEM ANALYSIS OF AN INTZE TANK BEAM WARPED WITH FRP LAMINATES USING ANSYS 14.5

In present research we are analyze the RCC-beam using FEM software Ansys14.5 and comparing Without FRP Beam, CFRP, GFRP and KEVLAR laminates Reinforced Beams are made strong in flexure through the utilization of Fibre reinforced polymer (FRP) composites which are attached in their tension zones. In this study finite element method is used to study the deflection of rectangular Beam reinforced by FRP laminate composites at the top surface of the beam. In this study the FRP is CFRP, GFRP and KEVLAR. Ansys software is used for finite element modelling. In this study Without FRP beam and beam laminated with CFRP, GFRP and KEVLAR are compared on the basis of deformation and stresses. The variables in the finite element modelling are type of FRP and different length of FRP laminates. In this study it is observed that KEVLAR is provided more strength to the structure as compare to the Without FRP material, CFRP and GFRP laminated beam. The analytical concrete Beam model was generated using a FEM software program Ansys14.5. In Ansys14.5 software concrete Beam this is subjected to loading through vertical loading which are 953KN. Simulation results shows that There is 42.67% reduction in deformation for length of 13000mm KEVLAR laminate as compare to Without FRP concrete as compare to Without FRP Beam and There is 41% reduction in stresses for length of 13000mm KEVLAR laminate as compare to Without FRP concrete. KEVLAR provided more strength to the structure (Beam) and effective than Without FRP Beam, GFRP and CFRP reinforced material in reduction of deformation and stresses.