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Flexural Testing of High Strength Reinforced Concrete Beams Strengthened with CFRP Sheets

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Figure 1. Failure modes of RC beams flexurally strengthened with a FRP plate, (a) Failure type (1), (b) Failure type (2), (c) Failure type (3), (d) Failure type (4a), (e) Failure type (4b), (f) Failure type (4c) and (g) Failure type (5)
Figure 3. Beam details and measurement schemes for half of the test specimen (unit: millimeter)
Figure 4. Comparison between load-displacement curves predicted by ANSYS and the test result for the A group specimens
Figure 7. Comparison between experimental and numerical yielding and ultimate deflection
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