Table 5 JH-2 parameters of C30 concrete.
\(\rho\)/(kg/m3) | G/GPa | A | B | N | C | M | \(\dot{{\varepsilon }_{0}}\) |
|---|---|---|---|---|---|---|---|
2440 | 14.9 | 0.79 | 1.60 | 0 | 0.007 | 0.61 | 1 |
T/(MPa) | D1 | D2 | HEL/GPa | K1 | K2 | K3 | PHEL/GPa |
3.5 | 0.04 | 1.0 | 1.48 | 85.00 | -171.00 | 208.00 | 48 |
\(\rho\)/(kg/m3) | G/GPa | A | B | N | C | M | \(\dot{{\varepsilon }_{0}}\) |
|---|---|---|---|---|---|---|---|
2440 | 14.9 | 0.79 | 1.60 | 0 | 0.007 | 0.61 | 1 |
T/(MPa) | D1 | D2 | HEL/GPa | K1 | K2 | K3 | PHEL/GPa |
3.5 | 0.04 | 1.0 | 1.48 | 85.00 | -171.00 | 208.00 | 48 |
