Verification of a Torsional Behaviour Prediction Model for Reinforced Recycled Aggregate Concrete Beams

Table 1

Details of the tested beams.

Group	Beam destination	Reinforcement ratio (ρ)	Recycled aggregate percentage (%)
A	B8R0	0.007	0
	B12R0	0.010	0
	B16R0	0.014	0
B	B8R25	0.007	25
	B12R25	0.010	25
	B16R25	0.014	25
C	B8R50	0.007	50
	B12R50	0.010	50
	B16R50	0.014	50
D	B8R75	0.007	75
	B12R75	0.010	75
	B16R75	0.014	75
E	B8R100	0.007	100
	B12R100	0.010	100
	B16R100	0.014	100