Table 3 JH-2 model parameters of common brittle materials for solid phase.
Parameter properties and labels | Red sandstone52 | Granite53 |
---|---|---|
Material basic parameters | ||
Reference density, ρ0 (kg/m3) | 2460 | 2660 |
Shear modulus, G (GPa) | 7.84 | 21.9 |
JH-2 strength parameters | ||
Hugoniot elastic limit, HEL (GPa) | 2.5 | 4.5 |
Pressure at HEL, PHEL (GPa) | 1.45 | 2.93 |
Equivalent stress at HEL, σHEL (GPa) | 1.58 | 2.36 |
Intact strength coefficient, A | 0.88 | 1.248 |
Intact strength coefficient, N | 0.64 | 0.676 |
Fractured strength coefficient, B | 0.293 | 0.68 |
Fractured strength coefficient, M | 0.64 | 0.83 |
Strain rate coefficient, C | 0.00337 | 0.0051 |
Normalized maximum tensile strength, T* | 0.0103 | 0.0195 |
Normalized maximum fractured strength,\(\:\:{\sigma}_{\text{fmax}}^{\ast}\) | 0.25 | 0.16 |
JH-2 failure parameters | ||
Damage coefficient, D1 | 0.05 | 0.008 |
Damage coefficient, D2 | 1.5 | 0.435 |
Polynomial EOS parameters | ||
Bulk modulus, K1(GPa) | 10.45 | 25.7 |
Pressure coefficient, K2(GPa) | 20.78 | -386 |
Pressure coefficient, K3(GPa) | 22.69 | 12,800 |
Energy conversion coefficient, β | 1.0 | 1.0 |