From: Effect of Fiber Orientation on the Fatigue Behavior of Steel Fiber-Reinforced Concrete Specimens by Performing Wedge Splitting Tests and Computed Tomography Scanning
Prism
\({ei}_{x}\)
\({ei}_{z}\)
C-01
0.552
0.363
C-02
0.493
0.406
C-03
0.612
0.307
C-04
0.591
0.318
C-05
0.465
0.424
C-06
0.383
0.441
C-07
0.507
0.387
C-08
0.366
0.479