Fig. 10From: Effect of structural repairs on the load rating and reliability of a prestressed concrete bridgeDamage Case-III of Girder 1–5 in the bridge span: 6 exposed and damaged strands present, each strand having section loss equal to or more than 25%. Concrete spalling is also present in the girder. Two adjacent strands in the second layer are assumed to experience section loss of less than 25%Back to article page