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Repair & Strengthening of Distressed/Damaged Ends of Prestressed Beams with FRP Composites

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Figure

Figure 1.1. End region damage and mortar repair of concrete bridge girder.
Figure 3.2. Freeze-thaw cycle protocol.
Figure 3.5. Pull-out force comparison for FRP laminates.
Figure 3.6. Pull-out force vs. end-slip for GFRP laminates.
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