Table 5 Summary of test results.

From: Investigation of the effect of fly ash content on the bonding performance of CFRP-concrete interface in sulfate environment

Specimen group number

Fly ash content (%)

The erosion of time (d)

Maximum shear stress/MPa

Peeling capacity/kN

Destruction mode

DW-F0-0

0

0

5.64

20.2

I

DW-F10-0

10

0

5.65

19.6

2I + II

DW-F15-0

15

0

5.61

18.9

I

DW-F20-0

20

0

5.59

20.4

I

DW-F25-0

25

0

5.63

19.5

I

DW-F0-30

0

30

5.74

20.5

2I + II

DW-F10-30

10

30

5.68

20.3

2I + II

DW-F15-30

15

30

5.72

19.4

I

DW-F20-30

20

30

5.67

20.3

I

DW-F25-30

25

30

5.71

20.1

I

DW-F0-60

0

60

5.28

18.5

II

DW-F10-60

10

60

5.37

18.6

II

DW-F15-60

15

60

5.48

18.5

I + 2II

DW-F20-60

20

60

5.57

20.8

2I + II

DW-F25-60

25

60

5.56

19.6

I + 2II

DW-F0-90

0

90

4.67

16.1

II

DW-F10-90

10

90

4.73

16.5

II

DW-F15-90

15

90

4.84

16.7

II

DW-F20-90

20

90

5.04

18.1

II

DW-F25-90

25

90

4.96

17.7

II

DW-F0-120

0

120

3.92

12.8

II

DW-F10-120

10

120

3.96

13.1

II

DW-F15-120

15

120

4.13

13.6

II

DW-F20-120

20

120

4.45

14.8

II

DW-F25-120

25

120

4.43

14.3

II

DW-F0-150

0

150

3.02

9.7

II

DW-F10-150

10

150

3.17

9.6

II

DW-F15-150

15

150

3.43

10.3

II

DW-F20-150

20

150

3.65

11.9

II

DW-F25-150

25

150

3.69

11.5

II