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Table 3 Flexural test outcome of beam samples

From: Experimental and Analytical Investigation of Fracture Characteristics of Steel Fiber-Reinforced Recycled Aggregate Concrete

Group

Specimen ID

Max. load (kN.)

Max. deflection (mm)

CMOD (mm)

G1

NC-SF0.5

5.50

6.00

1.69

RC10-SF0.5

4.34

4.00

2.41

RC20-SF0.5

3.91

3.90

1.69

RC30-SF0.5

3.50

3.80

1.69

RC40-SF0.5

2.90

3.20

2.18

RC50-SF0.5

2.19

3.10

1.93

RC60-SF0.5

1.97

2.60

2.65

RC70-SF0.5

1.74

2.50

2.89

RC80-SF0.5

1.41

2.90

3.14

RC90-SF0.5

1.25

2.85

3.62

RC100-SF0.5

1.19

3.00

3.62

G2

NC-SF1.0

7.00

10.00

1.69

RC10-SF1.0

6.65

9.79

1.69

RC20-SF1.0

6.00

7.83

1.69

RC30-SF1.0

5.10

7.00

1.93

RC40-SF1.0

4.60

6.50

2.18

RC50-SF1.0

3.81

6.40

2.18

RC60-SF1.0

3.30

5.90

2.41

RC70-SF1.0

2.87

5.50

2.89

RC80-SF1.0

2.41

5.20

2.89

RC90-SF1.0

1.95

5.00

3.38

RC100-SF1.0

1.74

5.00

3.86

G3

NC-SF1.5

7.85

15.90

1.51

RC10-SF1.5

7.63

15.45

1.69

RC20-SF1.5

7.33

13.00

1.69

RC30-SF1.5

7.02

11.50

1.69

RC40-SF1.5

6.47

11.30

1.69

RC50-SF1.5

5.28

10.71

1.69

RC60-SF1.5

4.83

10.50

1.93

RC70-SF1.5

3.50

9.00

1.93

RC80-SF1.5

2.30

8.50

1.93

RC90-SF1.5

1.95

8.00

2.17

RC100-SF1.5

1.98

7.00

2.41