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
\({ei}_{x}\)
\({ei}_{y}\)
\({ei}_{z}\)
C-01
0.602
0.588
0.313
C-02
0.571
0.597
0.328
C-03
0.612
0.585
0.307
C-04
0.591
0.318
C-05
0.550
0.339
C-06
0.417
0.641
0.407
C-07
0.561
0.600
0.334
C-08
0.459
0.628
0.386