Research Article
Behavior of Low Grade Steel Fiber Reinforced Concrete Made with Fresh and Recycled Brick Aggregates
Table 5
Mechanical properties of concrete.
| Mix | Compressive test | Indirect tensile test | Modulus of elasticity | Compressive test (NDT) | (MPa) | (MPa) | (GPa) | (MPa) | 7 days | 14 days | 28 days | 7 days | 14 days | 28 days | 7 days | 14 days | 28 days | 7 days | 14 days | 28 days |
| Plain Concrete | | | | | | | | | | | | | B SF 0% | 13.93 | 17.57 | 24.01 | 1.61 | 2.16 | 2.67 | 12.03 | 13.34 | 17.93 | 10.53 | 12.1 | 12.2 | RB SF 0% | 12.15 | 15.35 | 20.75 | 1.26 | 1.94 | 2.44 | 13.89 | 15.17 | 14.14 | 9.1 | 10.5 | 11.6 | Steel fiber (SF) reinforced concrete | | | | | | | | | | | | | B SF 0.5% | 16.66 | 19.77 | 25.28 | 2.08 | 2.46 | 2.81 | 13.67 | 13.67 | 15.53 | 11.5 | 13.2 | 14.8 | B SF 1% | 17.21 | 21.09 | 26 | 2.31 | 2.75 | 2.92 | 14.76 | 17.38 | 17.79 | 12.7 | 13.7 | 15.8 | RB SF 0.5% | 14.64 | 18.25 | 23.10 | 1.72 | 2.26 | 2.61 | 11.60 | 15.24 | 17.82 | 9.5 | 12.2 | 13.2 | RB SF 1% | 15.24 | 19.23 | 23.58 | 2.06 | 2.41 | 2.66 | 15.85 | 16.94 | 19.67 | 10.9 | 12.2 | 13.7 |
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