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Table 10 Estimated elastic modulus using the code equations.

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

Specimen ID

ACI 318-14 (2014)a

Model Code (2010)b

\(E_{c} = 4.7\sqrt {f_{c} '}\)

\(E_{c} = 21.5\left( {f_{c} '/10} \right)^{1/3}\)

Calculated (GPa)

Avg. (GPa)

Calculated (GPa)

Avg. (GPa)

30-R0

32.9/36.3/35.5

34.9

36.5/39.0/38.4

38.0

30-R15

33.0/33.3/–

33.2

36.7/36.8/–

36.7

30-R30

32.8/31.7/34.0

32.8

36.5/35.6/37.3

36.5

30-R50

31.0/30.9/29.8

30.6

35.1/35.0/34.2

34.8

30-R100

30.3/28.6/–

29.5

34.6/33.3/–

33.9

60-R0

42.1/42.4/41.4

41.9

43.0/43.2/42.5

42.9

60-R15

42.2/41.8/41.9

42.0

43.1/42.9/42.9

42.9

60-R30

41.1/41.1/40.9

41.0

42.3/42.3/42.2

42.3

60-R50

42.0/41.2/42.0

41.8

43.0/42.4/43.0

42.8

  1. a\(f_{c} '\) ≥ 17 MPa, b \(f_{c} '\) ≥ 12 MPa.