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

Figure 28

Comparison of ultimate axial capacity of concentric columns obtained from experimental, FE analysis, and theoretical results: (a) SC-150; (b) SC-75; (c) GC-150; (d) GC-75; (e) GC-250.

(a)

(b)

(c)

(d)

(e)