Research Article
Dynamic Stress-Strain Behaviour of Steel Fiber Reinforced High-Performance Concrete with Fly Ash
Table 5
Flexural strength of concrete at 28 days.
| | Specimens | SF
(%) | Flexural strength
(MPa) | Percentage increased
(%) |
| | C50F00 | 0 | 6.00 | — | | C50F05 | 0.5 | 7.83 | 31 | | C50F10 | 1.0 | 9.92 | 65 | | C50F15 | 1.5 | 12.25 | 104 |
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