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Table 2 Efficiency index

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

0.591

0.318

C-05

0.550

0.602

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