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Table 3 Dissipated energies for both experiments. Numbers in brackets are the standard deviations.

From: Energy-Based Approach for Studying Fibre-Reinforced Concrete Subjected to Impact Loading

Mixture Fibres Dissipated energy
  Quasi-static test Impact test
(%) (J)
HSC H 0.5 65.6 (9.1) 153.5 (19.0)
H 0.63 74.9 (6.6) 191.0 (26.3)
H 1.0 69.7 (9.7) 210.0 (40.7)
L H 0.5 55.5 (8.9) 112.1 (17.1)
H 1.0 82.7 (10.4) 189.1 (37.3)
H 1.5 115.9 (12.2) 265.7 (59.3)
DM S 1.0 47.3 (4.3) 136.6 (13.8)
S 1.5 60.5 (4.1) 176.7 (14.9)
H 1.5 137.1 (10.9) 378.0 (40.4)
H 1.0 + S 0.5 125.3 (15.5) 342.7 (54.3)
H 0.5 + S 1.0 108.9 (7.6) 285.1 (56.6)
S 2.0 105.1 (8.4) 257.6 (6.6)
R S 2.0 103.7 (9.8) 305.3 (60.7)
S 3.0 154.5 (4.6) 426.1 (46.4)
S 4.0 123.1 (20.7) 458.6 (28.1)