Research Article
Investigation on Damage Characteristic and Constitutive Model of Deep Sandstone under Coupled High Temperature and Impact Loads
Table 2
The dynamic constitutive model parameters of deep sandstone.
| Strain rate (s-1) | Temperature (°C) | | | (GPa) | (GPa) | (GPa) | (GPa) | (s-1) |
| 170 | 25 | 0.006 | 1.7 | 60.3 | | | 11.1 | | 100 | 0.008 | 1.7 | 35.6 | | | 7.7 | | 300 | 0.009 | 1.7 | 39.2 | | | 8.1 | | 500 | 0.010 | 1.7 | 43.2 | | | 7.9 | | 700 | 0.011 | 1.7 | 42.2 | | | 8.1 | | 900 | 0.012 | 1.7 | 48.6 | | | 7.3 | |
| 205 | 25 | 0.011 | 1.7 | 28.2 | | | 7.9 | | 100 | 0.011 | 1.7 | 31.5 | | | 8.7 | | 300 | 0.011 | 1.7 | 28.4 | | | 8.1 | | 500 | 0.012 | 1.7 | 40.5 | | | 8.5 | | 700 | 0.013 | 1.7 | 27.2 | | | 8.1 | | 900 | 0.013 | 1.7 | 23.9 | | | 8.4 | |
| 240 | 25 | 0.011 | 1.7 | 62.9 | | | 8.3 | | 100 | 0.012 | 1.7 | 54.2 | | | 8.3 | | 300 | 0.012 | 1.7 | 45.3 | | | 8.1 | | 500 | 0.013 | 1.7 | 56.6 | | | 7.8 | | 700 | 0.013 | 1.7 | 34.8 | | | 8.1 | | 900 | 0.017 | 1.7 | 14.8 | | | 8.2 | |
|
|