Research Article
Properties of Self-Compacting Concrete with Recycled Coarse Aggregate
Table 5
Fracture properties test results.
| Mix code | (N/mm2) | (N/mm2) | (kN/mm2) | | | (Nm-1)] | (%) | (mm) | (%) |
| Control | 59.4 | 4.08 | 31.5 | 170.8 | 100.0 | 22.2 | 100 | RCA25 | 63.7 | 4.87 | 30.3 | 165.1 | 96.7 | 16.1 | 72.6 | RCA50 | 65.3 | 4.1 | 29.5 | 164.6 | 96.4 | 18.1 | 81.8 | RCA75 | 60.0 | 3.85 | 28.5 | 125.4 | 73.4 | 15.5 | 69.7 | RCA100 | 53.8 | 3.81 | 24.5 | 126.2 | 73.9 | 15.1 | 68 |
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Notes: = compressive strength; = splitting tensile strength; = modulus of elasticity; = fracture energy; = modified characteristic length.
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