Table 4 Statistical results of the shear strength ratios between the test versus the predicted using formula (13).

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

0.997

0.212

1.103

0.237

0.962

0.167

0.947

0.218

1.017

0.145

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