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Table 5 Experimental results for concrete tensile stresses

From: Long-Term Flexural Behaviour of Cracked Reinforced Concrete Beams with Recycled Aggregate

Specimen Short-term stress
(MPa)
Long-term stress
(MPa)
Ratio (%)
NC 1.23 0.785 63.8
RAC-50 1.14 0.656 57.6
RAC-100 1.04 0.531 50.9