Research Article
Analytical Model to Predict Residual Flexural Capacity of Recycled Aggregate Concrete Beams with Corroded Longitudinal Rebars
Table 6
Flexural-cracking force (Pcr) and ultimate force (Pmax).
| | Number | Pcr (kN) | Pmax (kN) | Deflection fmax (mm) |
| | RC-F0 | 19.1 | 103.3 | 14.89 | | RC-F1 | 20.4 | 105.7 | 19.86 | | RC-F3 | 21.1 | 95.3 | 15.31 | | RC-F5 | 20.3 | 93.1 | 12.35 | | RC-F7 | 20.1 | 96.0 | 12.18 | | RC-F9 | 19.9 | 90.7 | 12.00 | | RC-F11 | 20.0 | 75.8 | 5.67 | | RC-F13 | 19.1 | 83.8 | 8.72 |
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