Abstract
Corrosion damages have been frequently occurrd at end parts of steel girders. So it is frequently used for repair and strengthening works of steel bridges that adding the bracket members, patch plates with epoxy resin. As girder end has narrow space, it is required the simple and rational repair method of the steel girder end with the corrosion damage. In order to make clear load carrying capacity of a steel girder with corrosion damage at the girder end and repaired steel girders, the loading experiments has been carried out. The specimens modelled a steel girder end which are designed with actual size are prepared. It is concluded that the load carrying capacity of the simple and rational repair method is as same as that of the former repair method.
