A Study on Using Glass Fiber-Reinforced Polymer Composites for Shear and Flexural Enhancement of Reinforced Concrete Beams

Figure 12

(a) Photos of failure mode of tested beams with reinforced bar, control beam, (b) photos of failure mode of tested beams with reinforced bar, at 0.25% strength beam, (c) photos of failure mode of tested beams with reinforced bar, at 0.50% strength beam, (d) photos of failure mode of tested beams with reinforced bar, at 0.75% strength beam.

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