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

Table 5

Target and measured corrosion level.

Number	Conduction time (h)	Target corrosion level (%)	Measured corrosion level (%)
RC-F0	0	0	0.68
RC-F1	10.61	1	1.19
RC-F3	31.83	3	2.51
RC-F5	53.05	5	5.84
RC-F7	74.27	7	5.04
RC-F9	95.50	9	8.68
RC-F11	116.72	11	11.90
RC-F13	137.94	13	9.56