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Table 3 Results of the pre-cracking test

From: Effect of Fiber Orientation on the Fatigue Behavior of Steel Fiber-Reinforced Concrete Specimens by Performing Wedge Splitting Tests and Computed Tomography Scanning

Specimen

Pre-crack loads

Fatigue loads

Pmax (kN)

Pult (kN)

Pult/Pmax

Pf,max (kN)

Pf,min (kN)

C-01-T

8.68

8.50

97.93%

7.38

0.43

C-01-S

6.30

6.17

97.94%

5.36

0.32

C-02-T

8.02

7.69

95.89%

6.82

0.40

C-02-S

5.23

5.03

96.18%

4.45

0.26

C-03-T

8.29

8.29

100.00%

7.05

0.41

C-03-S

7.31

6.64

90.83%

6.21

0.37

C-04-T

6.76

6.62

97.93%

5.75

0.34

C-04-S

7.92

7.78

98.23%

6.73

0.40

C-05-T

6.12

6.00

98.04%

5.20

0.31

C-05-S

6.86

6.73

98.10%

5.83

0.34

C-06-T

8.76

8.55

97.60%

7.45

0.44

C-06-S

6.68

6.42

96.11%

5.68

0.33

C-07-T

6.06

5.92

97.69%

5.15

0.30

C-07-S

6.55

6.32

96.49%

5.57

0.33

C-08-T

6.74

6.50

96.44%

5.73

0.34

C-08-S

7.26

6.99

96.28%

6.17

0.36