Research Article
Shear Strength of Reinforced Recycled Aggregate Concrete Corbels
Table 9
Experimental and theoretical ultimate loads.
| | Corbel notation | Exp. (kN) | ACI (kN) | EC2 (kN) | Exp./ACI % | Exp./EC2% |
| | C1 | 344.6 | 257.30 | 255.75 | 133.9 | 134.7 | | C2 | 340.0 | 257.30 | 255.75 | 132.1 | 132.9 | | C3 | 389.4 | 263.20 | 277.50 | 147.9 | 140.3 | | C4 | 374.5 | 263.20 | 277.50 | 142.3 | 135.0 | | C5 | 433.1 | 266.1 | 292.50 | 162.8 | 148.1 | | C6 | 402.8 | 266.1 | 292.50 | 151.4 | 137.7 | | C7 | 362.9 | 283.10 | 277.50 | 128.2 | 130.8 | | C8 | 520.4 | 293.30 | 277.50 | 177.4 | 165.2 |
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