Research Article
Experimental Analysis of Recycled Aggregate Concrete Beams and Correction Formulas for the Crack Resistance Calculation
Table 10
Verification of the proposed formulas.
| Researchers | Maximum relative error (%) | r (%) | (kN·m) | (kN·m) | / |
| This study | 20 | 50 | 7.42 | 7.53 | 1.03 | 70 | 6.68 | 6.59 | 0.99 | 100 | 7.04 | 7.2 | 1.02 | Wang [33] | 25 | 30 | 8.35 | 8.99 | 1.08 | 8.6 | 1.03 | 50 | 8.34 | 8.38 | 1.00 | 8.65 | 1.04 | 70 | 7.76 | 7.45 | 0.96 | 7.38 | 0.95 | 100 | 7.65 | 7.35 | 0.96 | 7.45 | 0.97 | Lan [34] | 20 | 50 | 8 | 7.5 | 0.94 | | 100 | 7.21 | 7.5 | 1.04 | Du [35] | 24 | 50 | 21.85 | 20.3 | 0.93 | 70 | 20.86 | 21.75 | 1.04 | Mean value | | | | | 0.997 |
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