From: Performance of High Strength Self-Compacting Concrete Beams under Different Modes of Failure
Strength (MPa) | SCC | Theoretical | VC | Theoretical |
---|---|---|---|---|
| 62.4 | 62.4 | 57.9 | 57.9 |
E c | 35,133 | 35,624 | 33,103 | 34,746 |
f t | 4.3 | 4.7 | 3.8 | 4.5 |
f r | 6.0 | 4.9–7.8 | 5.1 | 4.7–7.5 |
ft/fr | 72 % | – | 75 % | – |