From: Long-Term Flexural Behaviour of Cracked Reinforced Concrete Beams with Recycled Aggregate
Specimen
Short-term stress
(MPa)
Long-term stress
Ratio (%)
NC
1.23
0.785
63.8
RAC-50
1.14
0.656
57.6
RAC-100
1.04
0.531
50.9