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Table 1 The design and preparation scheme of steel-fiber concrete specimens.

From: Experimental Study on Spall Resistance of Steel-Fiber Reinforced Concrete Slab Subjected to Explosion

No.

Parameters of steel-fiber

Volume percentage (%)

Shape

Length (mm)

Length–diameter ratio

Remarks

FC00

–

–

–

–

Ordinary concrete

FC01

1.5

Hook-end shape

32

60

Shape contrast

FC02

1.5

Corrugated shape

32

60

FC03

1.5

Dumbbell shape

32

60

FC04

1.5

Hook-end shape

32

60

Length contrast

FC05

1.5

Hook-end shape

45

60

FC06

1.5

Hook-end shape

50

60

FC07

1.5

Hook-end shape

45

40

Length–diameter ratio contrast

FC08

1.5

Hook-end shape

45

60

FC09

1.5

Hook-end shape

45

80

FC10

1.0

Hook-end shape

45

60

Volume percentage contrast

FC11

2.0

Hook-end shape

45

60

FC12

3.0

Hook-end shape

45

60