This shows you the differences between two versions of the page.
| Both sides previous revision Previous revision Next revision | Previous revision | ||
|
laws:sgcp [2021/06/30 10:47] sibo [The model] |
laws:sgcp [2021/06/30 11:03] (current) sibo [Description] |
||
|---|---|---|---|
| Line 1: | Line 1: | ||
| ====== SGCP ====== | ====== SGCP ====== | ||
| ===== Description ===== | ===== Description ===== | ||
| - | STRAIN GRADIENT CRYSTAL PLASTICITY CONSTITUTIVE \\ | + | STRAIN GRADIENT CRYSTAL PLASTICITY CONSTITUTIVE LAW \\ |
| Implemented by S. Yuan, L. Duchêne, 2017 | Implemented by S. Yuan, L. Duchêne, 2017 | ||
| Line 25: | Line 25: | ||
| |ITYPE| 973| | |ITYPE| 973| | ||
| |COMMENT| Any comment (up to 60 characters) | | |COMMENT| Any comment (up to 60 characters) | | ||
| + | ^ Line 2 (2I5, 8G10.0)^^ | ||
| + | |INRM|iterative method (0, 1, 2)| | ||
| + | |MAXIT| | | ||
| + | |PREC| | | ||
| + | |damp1| | | ||
| + | |damp2| | | ||
| + | if (INRM .eq. 0) AMOR=damp1=1; | ||
| + | if (INRM .eq. 1) $h_k$=damp1 & $\nu(NS)$=damp2; | ||
| + | if (INRM .eq. 2) damping is computed automatically | ||
| + | |||
| ==== Real parameters ==== | ==== Real parameters ==== | ||
| ^ Line 1 (3G10.0) ^^ | ^ Line 1 (3G10.0) ^^ | ||
| Line 90: | Line 100: | ||
| ===== State variables ===== | ===== State variables ===== | ||
| ==== Number of state variables ==== | ==== Number of state variables ==== | ||
| - | 1813 | + | 1839 × 8 (integration points) |
| ==== List of state variables ==== | ==== List of state variables ==== | ||
| |Q(1:9)|${(F^{B}_{P})}^{-1}$| | |Q(1:9)|${(F^{B}_{P})}^{-1}$| | ||
| Line 111: | Line 121: | ||
| |Q(1777)|Blank but resreved for $\epsilon_{eq}^{p}$| | |Q(1777)|Blank but resreved for $\epsilon_{eq}^{p}$| | ||
| |Q(1778:1813)|reserved for ${(F^{B}_{e})}$ ${(F^{B}_{e})}^{-1}$ ${(F^{B})}^{-1}$ ${(F^{B}_{P})}$| | |Q(1778:1813)|reserved for ${(F^{B}_{e})}$ ${(F^{B}_{e})}^{-1}$ ${(F^{B})}^{-1}$ ${(F^{B}_{P})}$| | ||
| - | + | |Q(1814:1825)|Schmid stress ($\alpha=1..12$)| | |
| - | + | |Q(1826)|Schmid stress (square root norm)| | |
| + | |Q(1827:1838)|back-stress ($\alpha=1..12$)| | ||
| + | |Q(1839)|back-stress (square root norm)| | ||