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

<div>A typical GFRP-reinforced column’s (a) geometry, (b) GFRP mesh, (c) embedded region constraints, (d) finite element meshing, and (e) boundary conditions.</div>

Advances in Civil Engineering

fig2

Figure 2

Figure 2: Numerical Investigation of Load-Carrying Capacity of GFRP-Reinforced Rectangular Concrete Members Using CDP Model in ABAQUS 