Research Article
The Behavior of RC Beams Strengthened with Steel Fiber Concrete Layer by ANSYS Simulation
Figure 23
When the thickness of the steel fiber layer changed, the beams immediately began to crack and were damaged: (a) cracks begin to appear in the beam (Pcrack = 8 kN), H = 7 cm; (b) cracks begin to appear in the beam (Pcrack = 8 kN), H = 14 cm; (c) beam beginning to show signs of damage (Pmax = 125 kN), H = 7 cm; (d) beam beginning to show signs of damage (Pmax = 128 kN), H = 14 cm.
| (a) |
| (b) |
| (c) |
| (d) |