In this research, the model for prediction of the efficiency of carbon-fiber reinforcement panel where did not consider partial and surface desquamation was presented. Used factors were reinforcement width, reinforcement length and reinforcement rate in the presented model and deflection and cross sectional force was evaluated before/after reinforcement effect of slab bridge. A universal interpretation of the MIDAS program was used for analysis of slab bridge.
Slab bridge reinforced by carbon-fiber reinforcement plate was able to get the following conclusion.
1. Although Carbon-fiber reinforcement method is predominant for reinforcement of the deflection and the bending moment, but shows insufficient reinforcement for shear stress.
2. Up to come desquamation phenomenon presented in this study by modeling as the effects of carbon fiber reinforcement plate, the reinforcement effect was presented in existing study was able to get similar results.
3. Trend-line in this research suggested that regular reinforcement of the slab bridge to deflection measurement of carbon-fiber reinforcement plate can be predicted to reduce reinforcement rate.
4. Shear stress of the Slab bridge increase depending on the width of the reinforced carbon-fiber reinforcement plate, the construction of the carbon-fiber reinforcement plate to the location and construction sequence should be considered