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) | |