Abstract:Combined with an engineering example, the application of the reinforcement method of prestressed carbon fiber plate in the reinforcement of prestressed bridge is introduced from the design perspective. Then through the finite element calculation software, the stress situation in the normal service limit state of the bridge before and after reinforcement and the load-bearing capacity in the limit state of the load-bearing capacity are compared and analyzed to verify the significant effects of this reinforcement method in controlling the bridge cracking and improving the structural load-bearing capacity. It is an effective method in the reinforcement of prestressed bridges.