Numerical Investigation of Load-Carrying Capacity of GFRP-Reinforced Rectangular Concrete Members Using CDP Model in ABAQUS

Figure 22

Comparison of FEA and experimental results of load-deflection curves for (a) G25-75, (b) G35-75, (c) G25-150, and (d) G45-150.

(a)

(b)

(c)

(d)