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Table 8 Relationship between the tensile strength and the compressive strength according to the curing time.

From: Mechanical Behavior of Recycled Fine Aggregate Concrete with High Slump Property in Normal- and High-Strength

Specimens ID

28 days

190 days

Avg. \(f_{c} '\) (MPa)

Avg. fst (MPa)

fst/\(f_{c} '\) (%)

Avg. \(f_{c} '\) (MPa)

Avg. fst (MPa)

fst/\(f_{c} '\) (%)

30-R0

46.9

3.9

8.3

55.3

4.5

8.1

30-R15

43.1

3.2

7.4

49.8

4.8

9.6

30-R30

36.7

3.7

10.1

48.9

4.3

8.8

30-R50

35.1

3.5

10.0

42.3

4.4

10.4

30-R100

33.5

3.4

10.1

39.3

4.1

10.4

60-R0

66.9

4.9

7.3

79.6

5.4

6.8

60-R15

68.6

5.4

7.9

79.7

5.4

6.8

60-R30

63.8

5.5

8.6

76.2

5.4

7.1

60-R50

67.1

4.5

6.7

79.0

5.5

7.0

60-R100

61.7

4.7

7.6

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