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Table 6 Increments in first crack tensile load and yield load due to PVA 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 PVA 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

0.00

48.00

0.00

0.15%

15.03

12.16

51.50

7.29

0.30%

17.25

28.73

55.85

16.35

0.45%

16.13

20.37

53.78

12.04

B-80/20

0.00%

13.20

0.00

45.50

0.00

0.15%

14.60

10.61

49.00

7.69

0.30%

16.65

26.14

52.60

15.60

0.45%

15.35

17.65

50.05

10.00

B-60/40

0.00%

12.30

0.00

45.96

0.00

0.15%

13.24

7.64

48.50

5.53

0.30%

15.00

21.95

51.65

12.38

0.45%

14.15

15.04

49.50

7.70

B-40/60

0.00%

9.40

0.00

44.50

0.00

0.15%

9.85

4.79

46.00

3.37

0.30%

10.75

14.36

47.85

7.53

0.45%

10.40

10.64

46.45

4.38

B-20/80

0.00%

7.00

0.00

43.86

0.00

0.15%

7.15

2.14

45.00

2.60

0.30%

7.54

7.71

46.00

4.88

0.45%

7.31

4.43

45.40

3.51

B-00/100

0.00%

5.12

0.00

40.50

0.00

0.15%

5.20

1.56

41.50

2.47

0.30%

5.50

7.42

42.00

3.70

0.45%

5.34

4.30

41.50

2.47