Fig. 8From: Effect of structural repairs on the load rating and reliability of a prestressed concrete bridgeDamage Case-I of Girder 5 in the bridge span (see Table 3 for other girders): 6 damaged strands are present, each having section loss equal to or more than 25%. Concrete spalling is also present in the girder. Two adjacent strands are assumed to have less than 25% section lossBack to article page