Research Article
Flexural Toughness Properties of Reinforced Steel Fibre Incorporated Alkali Activated Slag Concrete
Table 5
Toughness properties of various steel fibre reinforced geopolymer concrete.
| Mix ID | GC5 | GSF1 | GSF2 | GSF3 |
| Steel fibre dosage | 0% | 0.50% | 1% | 1.50% |
| Testing age (days) | 3 | 28 | 3 | 28 | 3 | 28 | 3 | 28 | Flexural strength (N/mm2) | 6.12 | 7.08 | 8.09 | 8.66 | 10.12 | 11.2 | 13.03 | 13.2 | Absolute toughness (N-m) | 0.65 | 19.22 | 7.29 | 21.92 | 89.22 | 105.78 | 136.02 | 171.54 | Post crack toughness (N-m) | 0 | 0 | 5.04 | 11.79 | 70.15 | 74.61 | 115.12 | 135.03 | Residual toughness (N-m) | 0 | 0 | 4.13 | 10.83 | 63.37 | 30.31 | 103.57 | 157.43 | Toughness index (Re3) | 0 | 0 | 0.38 | 0.42 | 0.41 | 0.45 | 0.54 | 0.76 |
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Note: test results denote an average of 3 concrete specimens tested with standard deviation of 12.25 and the coefficient of variation around 0.21.
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