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

<div>Max. +ve principal plastic strains of (a) SC-150 and (h) GC-150 and crack patterns for columns (b) SC-150, (c) S45-150, (d) S25-150, (e) SC-75, (f) S35-75, (g) S25-75, (i) GC-150, (j) G45-150, (k) G25-150, (l) GC-75, (m) G35-75 (n) G25-75, and (o) GC-25.</div>

Advances in Civil Engineering

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Figure 27

Figure 27: Numerical Investigation of Load-Carrying Capacity of GFRP-Reinforced Rectangular Concrete Members Using CDP Model in ABAQUS 