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

Table 1

Cement properties.

Property	Value
Type and class	P.O42.5
Specific surface area (m^2 kg^−1)	372
Initial and final setting times (min)	198/248
Loss on ignition (%)	1.62
3-day compressive and flexural strength (MPa)	5.9/31.5