Fig. 4From: Structural Qualification of a Developed GFRP-Reinforced Concrete Bridge Barrier using Ultimate Load TestingSchematics diagrams of the barrier showing control joints and applied load locations. a Phase 1: loading the barrier wall over 2400 mm length at three locations, b phase 2: saw-cut the barrier wall at two locations, c phase 3: loading the barrier wall over 1000 mm length at two locations.Back to article page