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Table 7 Maximum energy absorbed for various specimens.

From: Dynamic Properties of Strain-Hardening Cementitious Composite Reinforced with Basalt and Steel Fibers

Specimen ID

Strain rate (s−1)

Maximum energy absorbed (J)

BF0SF0

2.8

5.47

3.7

8.15

6.3

19.22

BF3SF0

3.9

5.94

4.5

11.62

8.5

19.29

BF2.5SF0.5

4.3

6.84

5.1

12.57

8.3

21.85

BF2SF1

4.7

7.21

6.3

17.68

8.5

26.04