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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