Research Article
The Behavior of RC Beams Strengthened with Steel Fiber Concrete Layer by ANSYS Simulation
Figure 17
When the number of tensile steel bars was increased, the beams began to break and suffer damage as a result: (a) cracks begin to appear in the beam (Pcrack = 9 kN), 3ϕ22; (b) damage to the beam begins to appear (Pmax = 135 kN), 3ϕ22.
| (a) |
| (b) |