Table 1 Test results of mechanical properties of concrete with different fibre content.

From: Experimental study of the bond behavior of 400MPa grade hot-rolled ribbed steel bars in steel fibre reinforced concrete

Strength grade

vf (%)

Cubic compressive strength fcu (MPa)

Axial compressive strength fc (MPa)

Splitting tensile strength ft (MPa)

Modulus of elasticity Ec (× 104 MPa)

C40

0

40.4

33.3

2.37

3.25

0.8

46.2

37.4

2.76

3.93

1.2

45.9

41.0

3.32

4.42

1.6

50.3

41.2

3.81

4.68

2.0

53.7

45.8

4.17

4.58

C50

0

46. 7

38.2

3.11

3.78

0.8

48. 9

39.6

3.46

4.51

1.2

61.2

48.4

3.60

4.92

1.6

57.3

48.9

4.27

4.89

2.0

60.4

49.1

4.42

5.24