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Table 5 Increments in first crack tensile load and yield load due to steel fibres

From: Effect of steel and PVA fibres as monofibres on strength and cracking properties of fly ash and slag-based alkali-activated concrete

Mix designation

Volume fraction of steel fibres (%)

First crack load (kN)

% of increase in first crack load

Yield load (kN)

% of increase in yield load

B-100/00

0.00%

13.40

48.00

0.50%

14.94

11.49

51.40

7.08

0.75%

16.28

21.49

55.76

16.17

1.00%

19.54

45.82

57.45

19.69

B-80/20

0.00%

13.20

45.50

0.50%

14.47

9.62

48.10

5.71

0.75%

15.84

20.00

52.25

14.84

1.00%

17.85

35.23

54.00

18.68

B-60/40

0.00%

12.30

45.96

0.50%

13.76

11.87

47.96

4.35

0.75%

15.10

22.76

51.50

12.05

1.00%

16.75

36.18

53.50

16.41

B-40/60

0.00%

9.40

44.50

0.50%

10.42

10.85

46.25

3.93

0.75%

11.00

17.02

48.00

7.87

1.00%

12.33

31.17

49.84

12.00

B-20/80

0.00%

7.00

43.86

0.50%

7.54

7.71

45.26

3.19

0.75%

8.00

14.29

46.38

5.75

1.00%

8.53

21.86

47.56

8.44

B-00/100

0.00%

5.12

40.50

0.50%

5.46

6.64

41.30

1.98

0.75%

5.75

12.30

42.00

3.70

1.00%

6.10

19.14

42.60

5.19