Analytical Model to Predict Residual Flexural Capacity of Recycled Aggregate Concrete Beams with Corroded Longitudinal Rebars

Table 7

Verification of the applicability of equation (5).

Name	Replacement ratio (%)	Number	Corrosion level (%)	Measured value	Calculated value
Ye et al. (2018)	100	RCB-100	5.45	10.25	12.34	0.85
	100	HRCB-100	5.40	10.50	15.31	0.70