Flexural Behavior of Concrete Beam Strengthened by Near-Surface Mounted CFRP Reinforcement Using Equivalent Section Model

Figure 14

Comparison of experimental and analytical load-deflection curves.

(a) R-RD-9

(b) R-PL-25

(c) R-PL-15

(d) R-TR-10

(e) R-RD-92-S

(f) R-RD-92-2S

(g) R-PL-252-S(2S)