Research Article
Verification of a Torsional Behaviour Prediction Model for Reinforced Recycled Aggregate Concrete Beams
Table 2
Concrete mixture proportions and properties.
| Ingredient | Unit | Recycled aggregate replacement (%) | 0 | 25 | 50 | 75 | 100 |
| Cement type I | kg/m3 | 400 | 400 | 400 | 400 | 400 | Fine aggregate | kg/m3 | 748 | 748 | 748 | 748 | 748 | Water | kg/m3 | 176 | 176 | 176 | 176 | 176 | Coarse aggregate | kg/m3 | 1076 | 807 | 538 | 269 | 0 | Recycled aggregate | kg/m3 | 0 | 207 | 413 | 620 | 828 | Superplasticizer | kg/m3 | 2.400 | 2.789 | 3.012 | 3.256 | 3.650 | Properties | Slump | mm | 240 | 238 | 232 | 236 | 233 | Compressive strength | MPa | 33.3 | 30.6 | 28.9 | 26.5 | 24.6 | Splitting tensile strength | MPa | 2.85 | 2.53 | 2.13 | 2.05 | 1.88 |
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