Research Article
Full- and Local-Field Strain Evolution and Fracture Behavior of Precracked Granite under Coupled Static and Dynamic Loads
Table 7
Energy properties of flawed granite specimens under SHPB tests.
| Specimen no. | Incident energy (J) | Reflected energy (J) | Transmitted energy (J) | Absorbed energy (J) |
| C-0 | 59.30 | 22.62 | 11.27 | 25.41 | U-0 | 56.59 | 21.01 | 9.90 | 25.68 | U-30 | 60.66 | 32.52 | 5.20 | 22.95 | U-45 | 53.43 | 30.71 | 4.25 | 18.46 | U-60 | 62.55 | 39.33 | 4.26 | 18.97 | U-90 | 61.59 | 31.59 | 6.25 | 23.75 |
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