This shows you the differences between two versions of the page.
| Both sides previous revision Previous revision | |||
|
laws:vmvp [2024/11/29 15:49] carlos [Parameters defining the type of constitutive law] |
laws:vmvp [2024/11/29 15:53] (current) carlos [VMVP: formulation generalities] |
||
|---|---|---|---|
| Line 23: | Line 23: | ||
| $\Phi = J_{2}(\underline{\tilde{\sigma}}-\underline{\mathbb{X}})-\sigma_{y}-R \leq 0$\\ | $\Phi = J_{2}(\underline{\tilde{\sigma}}-\underline{\mathbb{X}})-\sigma_{y}-R \leq 0$\\ | ||
| - | where:\\ | + | >where: |
| - | * $\sigma_{y}$ is the yield stress of the material.\\ | + | >* $\sigma_{y}$ is the yield stress of the material. |
| - | * $R$ is the isotorpic hardening, calculated as the Voce iso. hardening law:\\ | + | >* $R$ is the isotorpic hardening, calculated as the Voce iso. hardening law: |
| - | $\dot{R} = -b\cdot (Q-R)\cdot \dot{p} \hspace{1cm} -> \hspace{1cm} R(p)=Q\cdot (1-\exp(-b\cdot p))$\\ where $p$ is the equivalent plastic strain $(-)$, and $\dot{p}$ is the equivalent plastic strain rate $(s^{-1})$\\ | + | >$\hspace{1cm} \dot{R} = -b\cdot (Q-R)\cdot \dot{p} \hspace{1cm} -> \hspace{1cm} R(p)=Q\cdot (1-\exp(-b\cdot p))$\\ where $p$ is the equivalent plastic strain $(-)$, and $\dot{p}$ is the equivalent plastic strain rate $(s^{-1})$\\ |
| Inheriting the classical Chaboche-type formulation, the backstress tensor $\underline{\mathbb{X}}$ is calculated as the sum of a total of $nAF$ user-defined Armstrong-Frederick (AF) backstress equations. \\ | Inheriting the classical Chaboche-type formulation, the backstress tensor $\underline{\mathbb{X}}$ is calculated as the sum of a total of $nAF$ user-defined Armstrong-Frederick (AF) backstress equations. \\ | ||