Shear Strengthening of RC Beams with FRP Composites: Database of FE Simulations and Analysis of Studied Parameters

Figure 10

Numerical versus experimental ultimate load-carrying capacity of the specimens for (a) continuous U-shaped, continuous side-bonded, fully-wrapped; (b) U-shaped strips; (c) control beam; and (d) side-bonded strips, EB with anchorage, ETS, and NSM methods.

(a)

(b)

(c)

(d)