The class YieldStress manages the yield stress used in the plastic criterion, whether plastic (isotropic hardening), visco-plastic (Perzyna as additive, Cowper-Symonds as multiplicative or ZerilliArmstrong, JohnsonCook, … as flow stress models)

$$\sigma_{yield} = \sigma_{yield} (\bar{\varepsilon}^{vp}, \dot{\bar{\varepsilon}}^{vp}, grainSize, ...)$$

The laws implemented in Metafor are described below

In order to simplify most of the test cases, the IsotropicHardening classes (Isotropic hardening) derive from the YieldStress class.

$$\sigma_{yield} = \sigma_{isoHard}( \bar{\varepsilon}^{vp})$$ Consequently, isotropic hardening is directly referred in the material as a YieldStress.

Yield Stress defined by an isotropic hardening:

$$\sigma_{yield} = \sigma_{isoHard}( \bar{\varepsilon}^{vp}) + \sigma_{grainSize}( \bar{\varepsilon}^{vp}, \dot{\bar{\varepsilon}}^{vp}, grainSize )$$

Yield Stress defined by an isotropic hardening and a visco-plastic Perzyna yield stress:

$$\sigma_{yield} = \sigma_{isoHard}( \bar{\varepsilon}^{vp}) + K (\dot{\bar{\varepsilon}}^{vp})^M \left(\bar{\varepsilon}^{vp}\right)^N$$

Yield Stress defined by an isotropic hardening, a visco-plastic Perzyna yield stress and a “grain size” stress:

$$\sigma_{yield} = \sigma_{isoHard}( \bar{\varepsilon}^{vp}) + K (\dot{\bar{\varepsilon}}^{vp})^M \left(\bar{\varepsilon}^{vp}\right)^N + \sigma_{grainSize}( \bar{\varepsilon}^{vp}, \dot{\bar{\varepsilon}}^{vp}, grainSize )$$

Johnson-Cook visco-plastic law:

$$\begin{multline} \sigma_{yield}= \left( A+B \left( \bar{\varepsilon}^{vp} \right)^n \right) \left(1+C\ln\left(\dfrac{\dot{\bar{\varepsilon}}^{vp}}{\dot{\varepsilon}_0}\right)+C_2\left(\ln\left(\dfrac{\dot{\bar{\varepsilon}}^{vp}}{\dot{\varepsilon}_0}\right)\right)^2\right) \\ \left( 1- \left( \dfrac{T-T_{room}}{T_{melt}-T_{room}} \right)^m \right) \end{multline}$$

Isotherm version of the Johnson-Cook visco-plastic law :

$$\sigma_{yield}= \left( A+B \left( \bar{\varepsilon}^{vp} \right)^n \right) \left(1+C\ln\left(\dfrac{\dot{\bar{\varepsilon}}^{vp}}{\dot{\varepsilon}_0}\right)+C_2\left(\ln\left(\dfrac{\dot{\bar{\varepsilon}}^{vp}}{\dot{\varepsilon}_0}\right)\right)^2\right)$$

Power version of the Johnson-Cook visco-plastic law (PP implementation):

$$\sigma_{yield}= \left( A+B \left( \bar{\varepsilon}^{vp} \right)^n \right) \left(1+\dfrac{\dot{\bar{\varepsilon}}^{vp}}{\dot{\varepsilon}_0}\right)^C \left( 1- \left( \dfrac{T-T_{room}}{T_{melt}-T_{room}} \right)^m \right)$$

Zerilli-Armstong visco-plastic law:

$$\sigma_{yield} = \sigma_0 + C_5 \left( \bar{\varepsilon}^{vp} \right) ^{n_1} + C_2 \left( \bar{\varepsilon}^{vp} \right)^{n_2} \exp \left( -C_3 T + C_4 T \ln \dot{\bar{\varepsilon}}^{vp} \right)$$

For FCC metals, $C_5=0$. For BCC metals, $n_2=0$.

Careful: this law is thermomechanical, and the temperature is the absolute one. To have proper results, finite elements must be thermomechanical, and so must be the integration scheme.

Cowper-Symonds visco-plastic law.

$$\sigma_{yield}= \sigma_0 \left( 1 + \left(\dfrac{\dot{\overline{\varepsilon}}^{vp}}{D}\right)^{\frac{1}{p}} \right)$$

where $\sigma_0$ is the static yield stress, whose evolution is often given by a piecewise linear function.

Visco-plastic extension of the “Kocks-Mecking” isotropic hardening law.

$$\sigma_{y} = \sigma_{y}^{0} + \sigma_{v} [1-exp(-\frac{\Theta_{0}}{\sigma_{v}} \bar{\varepsilon}^{vp}) ] \;\;\; si \;\;\; \sigma_{y} \leq \sigma_{y}^{tr}$$

$$\sigma_{y} = \sigma_{y}^{tr} + \Theta_{IV} \left( \bar{\varepsilon}^{vp} - \bar{\varepsilon}^{vp}_{tr}\right) \;\;\; si \;\;\; \sigma_{y} > \sigma_{y}^{tr}$$

where $\sigma_{y}^{tr}$ is a transition yield stress, computed to guarantee continuity between both phases:

$$\sigma_{y}^{tr} = \sigma_{y}^{0} + \sigma_{v}\frac{(\Theta_{0}-\Theta_{IV})}{\Theta_{0}}$$

and where $\bar{\varepsilon}^{vp}_{tr}$ is the corresponding plastic strain:

$$\bar{\varepsilon}^{vp}_{tr} = \frac{\sigma_{v}}{\Theta_{0}} \ln \left(\frac{\Theta_{0}}{\Theta_{IV}}\right)$$

The viscous component of the yield stress is hidden in the calculation of the saturation stress:

$$\sigma_{v} = \sigma_{v0} \left ( \frac{\dot{\bar{\varepsilon}}^{vp}}{\dot{\bar{\varepsilon}}^{vp}_{0}} \right ) ^{\left (\frac{kT}{A} \right )}$$

$k$ : Boltzman's constant = $1.381e^{-23} \mbox{J}/\mbox{K}$

$T$ : Temperature K (CAREFUL in Kelvin : requires the definition of the temperature in the material)

$A$ : Activation energy (material constant)

${\dot{\bar{\varepsilon}}^{vp}_{0}}$ : reference plastic strain rate (= $1.e7$)

Second visco-plastic extension of the “Kocks-Mecking” isotropic hardening law, to match the Ta6V better.

No fourth step

The basic equation is still: $$\sigma_{y} = \sigma_{y}^{0} + \sigma_{v} \left [1-exp \left (-\frac{\Theta_{0}}{\sigma_{v}} \bar{\varepsilon}^{vp}\right ) \right ]$$

Both plastic strain rate and temperature dependency are hidden in the calculation of the Voce stress $\sigma_{v}$. If this Voce stress is plotted as a function of the $g$ parameter, defined as:

$$g = \frac{kT}{\mu b^3} \ln \left ( \frac{\dot{\bar{\varepsilon}}^{vp}_{0}}{\dot{\bar{\varepsilon}}^{vp}} \right )$$

where

$b$ : is the norm of the Burgers vector
$k$ : is the Boltzmann's constant
(for Ta6V, $\frac{k}{b^3} ~ 1.135$, in “$\mbox{Mpa}$”)
$T$ : Temperature K (CAREFUL in Kelvin : requires the definition of the temperature in the material)
$\mu$ : Elastic shear modulus of the material (requires a new definition of Young's modulus and Poisson ratio in the KM2 law!!!)
$\dot{\bar{\varepsilon}}^{vp}_{0}$: reference plastic strain rate (= $1.e7$)

the following figure is obtained:

KocksMecking usually predicts a linear evolution (KM data). However, the Ta6V trial data are the colored dots. The evolution is more in broken lines, defined as follow:

$G12$ and $G23$ are defined as the transition values between the three areas:

$$\frac{\sigma_{v}}{\mu} = A1 \; g + B1 \;\;\;si\;\;\; g < G12 \\ \frac{\sigma_{v}}{\mu} = A2 \; g + B2 \;\;\;si\;\;\; G12 < g < G23 \\ \frac{\sigma_{v}}{\mu} = A3 \; g + B3 \;\;\;si\;\;\; G23 < g$$

Finally, the apparition of plasticity was observed to depend on strain rate and temperature (here, the temperature dependency is explicitly defined, but it could be done implicitly):

$$\sigma_0 = A + B T + (C + D T) \ln \left (\dot{\bar{\varepsilon}}^{vp}\right )$$

Yield Stress used for hot rolling defined by :

• a viscous power term :

$$S0 = \sqrt{3} \; KK (\sqrt{3} \;\dot{\bar{\varepsilon}}^{vp})^{M0}$$

• a viscous asinh Term :

$$Ss = As \; asinh((\frac{\dot{\bar{\varepsilon}}^{vp}}{Zs})^{Ms})$$

• for the Yield Stress computed by (using a Voce hardening term):

$$\sigma_{yield} = S0 + (Ss - S0) (1-e^{-C \; \bar{\varepsilon}^{vp}})^{R}$$

User defined Yield Stress by a pythonDirector : Python Director allows user to define their own Yield Stress law. Four functions has to be defined in the Python Class : a constructor (init), a destructor (del) that must never be called, and the computation functions : getYieldStress (returning YieldStress) and getYieldHardening (returning h). See the example below of a Perzyna law :

class MyYieldStress(PythonYieldStress):
    def __init__(self, _no, _svm0, _h, _K, _m):
        print("MyYieldStress: __init__")
        PythonYieldStress.__init__(self,_no)
        self.svm0 = _svm0
        self.h    = _h
        self.K    = _K
        self.m    = _m        
    def __del__(self):
        print("MyIsoH : __del__")
        print("callToDestructor of MyYieldStress not allowed. Add MyIsoH.__disown__()")
        input('')
        exit(1)
    def getYieldStress(self, evpl, deltaEvpl, dTime, yieldGPState, pLaw):
        #print "MyYieldStress compute Yield Stress"
        if dTime > 0.0:
            dEvpl = deltaEvpl/dTime
        else:
            dEvpl = 0.0
        sigH = self.svm0+evpl*self.h
        sigV = self.K*pow(dEvpl, self.m)
        #yieldGPState.setVpStress(sigV)
        return sigH+sigV
    def getYieldHardening(self, epl, deltaEvpl, dTime, yieldGPState, pLaw) :
        if dTime > 0.0:
            dEvpl = deltaEvpl/dTime
            h = self.h + (self.K*pow(dEvpl, self.m-1))/dTime
        else:
            dEvpl = 0.0
            h = self.h
        return h