Research Article
Flexural Behavior of Corroded Reinforced Recycled Aggregate Concrete Beams
Table 7
Characteristic values of bearing capacity.
| | Specimen | (MPa) | (MPa) | | (MPa) | |
| | RCB-0 | 69.1 | 64.6 | 1.07 | 64.6 | 1.07 | | RCB-33 | 70.1 | 64.1 | 1.09 | 59.8 | 1.17 | | RCB-66 | 69.1 | 61.2 | 1.13 | 53.1 | 1.30 | | RCB-100 | 65.7 | 59.6 | 1.10 | 47.7 | 1.37 | | HRCB-0 | 68.7 | 67.4 | 1.02 | 67.4 | 1.02 | | HRCB-33 | 67.6 | 67.5 | 1.00 | 63.1 | 1.07 | | HRCB-66 | 66.7 | 66.0 | 1.01 | 57.3 | 1.16 | | HRCB-100 | 64.2 | 64.7 | 0.99 | 51.8 | 1.24 |
|
|
