Research Article
Simulation of the Flexural Response of Ultrahigh Performance Fiber-Reinforced Concrete with Lattice Fracture Model
Figure 14
Crack patterns in UHPFRC with different fiber contents: (a) Vf = 0%, (b) Vf = 1%, (c) Vf = 2%, and (d) Vf = 3%.
| (a) |
| (b) |
| (c) |
| (d) |