Table 5 Statistical results of the shear strength ratios between the test versus the predicted using formula (21).

From: Effectiveness evaluation of different steel fibers on the shear strength of reinforced SFRC slender beams without web rebars

Type of steel fiber

Hook-end wire

Straight wire

Crimped/indented wire

Deformed cut sheet

Ingot mill

Average

Variation

Average

Variation

Average

Variation

Average

Variation

Average

Variation

1.503

0.264

1.685

0.351

1.418

0.221

1.477

0.427

1.345

0.136

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