Abstract:Obstructed by the overall linear layout and terrain of a road, the straight line shape of mountain bridges cannot usually meet the index requirements in the design process. Therefore, the development of curved bridges has attracted more and more attention. The design requirements of straight and curved bridges are very different. The design of curved bridges are specially analyzed and studied. The stress mode of curve bridge, the analysis method of curve bridge and the spatial analysis of curve bridge under the different curvatures are mainly studied. By using the MIDAS FEA Bridge to establish a solid model, the influences of the radius of curvature on the bearing reaction force, the differences of deflection and stress between the inside and outside of main beam are calculated and analyzed. The corresponding theoretical basis is provided for the design of bridges.