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Table 5 The damage of slabs.

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

Working condition

Parameters of TNT

Blasting crater

Spall pit

Charge (kg)

Scaled distance (m/kg1/3)

Diameter (cm)

Depth (cm)

Diameter (cm)

Depth (cm)

FC00

3.6

0.300

60.0

12.5

90.0

8.0

6.3

0.257

60.0

14.0

95.0

17.0

9.6

0.229

88.0

Penetration

113.0

Penetration

FC01

3.6

0.300

45.0

8.5

50.0

5.0

6.3

0.257

50.0

11.0

69.0

9.7

9.6

0.229

69.0

13.5

72.0

14.0

FC02

3.6

0.300

56.0

9.5

80.0

7.0

6.3

0.257

60.0

10.5

94.0

11.0

9.6

0.229

78.0

13.7

100.0

15

FC03

3.6

0.300

53.0

9.5

73.0

7.5

6.3

0.257

60.0

10.9

77.0

17.0

9.6

0.229

76.0

13.2

96.0

19.0

FC05

2.5

0.332

44.0

8.4

Bulge

3.0

0.302

46.0

8.5

Bulge

3.6

0.300

54.0

9.0

20.0

5.0

4.5

0.280

55.0

10.3

67.0

13.0

6.3

0.257

55.0

10.5

75.0

13.0

7.2

0.246

71.0

11.7

86.0

15.0

9.6

0.229

78.0

12.3

95.0

20.4

FC06

3.6

0.300

57.0

8.0

20.0

5.0

6.3

0.257

60.0

11.0

80.0

15.0

9.6

0.229

75.0

14.0

98.0

18.6

FC07

3.6

0.300

50.0

9.0

94.0

8.7

6.3

0.257

53.0

11.0

82.0

15.0

9.6

0.229

76.0

13.5

102.0

17.0

FC09

3.6

0.300

49.0

9.2

15.0

–

6.3

0.257

55.0

11.0

60.0

5.8

9.6

0.229

72.0

12.7

90.0

13.0

FC10

3.6

0.300

48.0

10.0

85.0

–

6.3

0.257

60.0

10.5

90.0

14.0

9.6

0.229

70.0

13.0

96.0

17.5.0

FC11

3.6

0.300

50.0

8.5

72.0

–

6.3

0.257

57.0

10.5

74.0

9.5

9.6

0.229

80.0

13.0

95.0

13.0

FC12

3.6

0.300

47.0

8.8

66.0

–

6.3

0.257

62.0

11.0

70.0

8.5

9.6

0.229

71.0

12.0

93.0

10.5