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Shear behaviour of corroded reinforced concrete t-beams repaired with fibre reinforced polymer systems

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Figure

Figure 2.2.1: Stress distribution in homogeneous beams with rectangular section  (a) loading, (b) flexural and shear stresses, (c) principal stresses, (d) principal
Figure 2.3.2: Load-elongation curves for 6 mm diameter steel reinforcements with  different corrosion levels
Figure 3.2.6: PVC rods installed at the locations of the CFRP rods in the mould
Figure 3.2.7: Rounded corner at the bottom of web for specimens strengthened  with CFRP sheets
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