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Table 4 Fatigue life

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

N

Specimen

N

C-01-T

195,139

C-01-S

8,903

C-02-T

76,949

C-02-S

35,457

C-03-T

1,116,182

C-03-S

6,703

C-04-T

470,275

C-04-S

32,264

C-05-T

86,053

C-05-S

37,129

C-06-T

68,222

C-06-S

175,887

C-07-T

149,905

C-07-S

47,235

C-08-T

23,757

C-08-S

163,733