Skip to main content

Table 5 Experimental results of fracture energy of SRF–SCC.

From: Anchorage Effects of Various Steel Fibre Architectures for Concrete Reinforcement

Mix

Mean GF (N/m)

CV (%)

3D-30-40

1.13

9.02

3D-30-80

3.05

2.97

3D-60-40

1.94

11.78

3D-60-80

2.50

16.45

4D-60-40

1.34

18.34

4D-60-80

4.20

2.38

5D-60-40

2.14

11.71

5D-60-80

5.53

9.65