Fortification Of Trim Lacking Rc T Shape Beams By Outwardly Bonded Fiber Reinforced Polymer Sheets

Concrete-reinforced epoxy resin bonded to GFRP sheets was tested for failure using two-dimensional tools for a static cut. Columns have been modified for this test. The purpose of these panels is to assess the behaviour of the stiffened stem with the addition of externally bound FRP. The trunk is attached to one type of fiber glass reinforced horse polymer (GFRP) 4 3.50mm thick. A total of five square feet of 3 meters was thrown. Maintenance, repair and restoration of individual structural structures are perhaps one of the major problems in a civil engineering application. Glass Fiber Reinforced Polymer Program (GFRP) is an effective way to restore and improve the system. The column was used as a support column and the adjacent trees were plastered with GFRP plaster on the stone. The width variant is the GFRP type laminate. A look at the details of this research protects the base load, the load, the final load, the first fracture rotation, the product rotation, the final rotation, the slit width, the maintenance it is energy reduction, power maintenance, temperature rise ratio and power line maintenance ratio. The effectiveness of the FRP response environment was compared to a non-response environment. Test results confirmed that GFRP-reinforced solid wood showed higher performance