Skip to main content
International Journal of Concrete Structures and Materials

Table 5 Crack opening rate per cycle

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

\(d\delta /dn\)

Specimen

\(d\delta /dn\)

C-01-T

9.02E−07

C-01-S

5.42E-05

C-02-T

3.89E−06

C-02-S

1.04E-05

C-03-T

7.54E−08

C-03-S

6.93E-05

C-04-T

4.38E−07

C-04-S

9.52E-06

C-05-T

2.46E−06

C-05-S

6.64E-06

C-06-T

4.41E−06

C-06-S

9.87E-07

C-07-T

2.11E−06

C-07-S

5.46E-06

C-08-T

1.38E−05

C-08-S

2.06E-06

Back to article page