A new design method for a novel FRP strengthening technique against shear buckling of steel plate girders

This paper presents the theoretical part of an experimental study aimed for proposing a novel FRP strengthening technique to strengthen the webs of steel plate girders against breathing fatigue reducing the critical stresses and consequently increasing the life expectancy of the bridge. The proposed technique is economic, easy to install and is also designed for increasing the ultimate capacity of the strengthened specimens by up to 88% while maintaining the typical ductile shear failure of the steel plate girders, which is something not common with other strengthening techniques.