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Table 7 Measured splitting tensile strength and elastic modulus.

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

Specimen ID

Splitting tensile strength (MPa)

Elastic modulus (MPa)

28 days

190 days

190 days

Measured

Avg. (COV)

Measured

Avg. (COV)

Measured

Avg. (COV)

30-R0

3.8/4.1/–

3.9 ± 0.1 (2.6%)

4.8/5.4/3.4

4.5 ± 0.8 (17.8%)

32.5/30.1/35.9

32.5 ± 2.4 (7.4%)

30-R15

3.2/3.1/–

3.2 ± 0.0 (0.0%)

5.1/4.4/–

4.8 ± 0.4 (8.3%)

28.3/–/–

28.3

30-R30

3.3/3.6/4.1

3.7 ± 0.3 (8.1%)

4.0/4.7/4.1

4.3 ± 0.3 (7.0%)

33.2/32.5/31.6

32.4 ± 0.7 (2.2%)

30-R50

3.5/3.6/3.4

3.5 ± 0.1 (2.9%)

4.5/4.5/4.3

4.4 ± 0.1 (2.3%)

32.9/25.2/17.2

25.1 ± 6.4 (25.5%)

30-R100

3.8/3.4/3.1

3.4 ± 0.3 (8.8%)

4.4/3.7/4.3

4.1 ± 0.3 (7.3%)

20.5/–/–

20.5

60-R0

4.6/5.1/–

4.9 ± 0.3 (6.1%)

6.2/4.6/5.3

5.4 ± 0.7 (13.0%)

35.7/37.1/32.8

35.2 ± 1.8 (5.1%)

60-R15

4.8/5.3/6.2

5.4 ± 0.6 (11.1%)

5.7/5.0/5.5

5.4 ± 0.3 (5.6%)

–/–/–

N/A

60-R30

5.3/5.7/–

5.5 ± 0.2 (3.6%)

5.4/5.3/5.5

5.4 ± 0.1 (1.9%)

40.5/33.5/28.9

34.3 ± 4.8 (14.0%)

60-R50

4.4/4.6/–

4.5 ± 0.1 (2.2%)

5.7/5.5/5.2

5.5 ± 0.2 (3.6%)

34.2/32.3/36.6

34.4 to ± 1.7 (4.9%)

60-R100

4.8/4.7/4.7

4.7 ± 0.1 (2.1%)

5.5/5.4/–

5.5 ± 0.1 (1.8%)

–/–/–

N/A