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Table 3 Details of parameters.

From: Experimental Investigation on Flexural Behavior of Reinforced Ultra High Performance Concrete Low-Profile T-Beams

Specimen

Fiber properties

Reinforcement in the bottom of the specimen N1a (N1b)

Length × diameter

Shape

Aspect ratio

Number and diameter

Reinforcement ratio (%)

B-S65-16

13 × 0.20 mm

Straight

65

3 ϕ 16 mm

0.73

B-S65-20

3 ϕ 20 mm

1.14

B-S81-20

13 × 0.16 mm

Straight

81

3 ϕ 20 mm

1.14

B-S83-20

10 × 0.12 mm

Straight

83

3 ϕ 20 mm

1.14

B-H65-20

13 × 0.20 mm

Hooked

65

3 ϕ 20 mm

1.14