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Table 1 Properties and configurations of hooked-end SFs

From: Effect of Contents, Tensile Strengths and Aspect Ratios of Hooked-End Steel Fibers (SFs) on Compressive and Flexural Performance of Normal Strength Concrete

Designation

Length (mm)

Diameter (mm)

Aspect ratio (l/d)

Tensile strength (MPa)

NSF64

35

0.55

64

1100

NSF67

60

0.90

67

1200

NSF80

60

0.75

80

1100

HSF64

35

0.55

64

2000

HSF67

60

0.90

67

2400

HSF80

60

0.75

80

2100

NSF/HSF64

NSF/HSF67

NSF/HSF80