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doc:user:elements:volumes:iso_hypo_materials [2015/07/14 15:19] – [KelvinVoigtViscoElastHypoMaterial] papeleuxdoc:user:elements:volumes:iso_hypo_materials [2022/07/14 11:04] papeleux
Line 17: Line 17:
 | Young's modulus                                    |  ''ELASTIC_MODULUS''  |              | | Young's modulus                                    |  ''ELASTIC_MODULUS''  |              |
 | Poisson Ratio                                      |   ''POISSON_RATIO''                | | Poisson Ratio                                      |   ''POISSON_RATIO''                |
 +| Material Stiffness (0 : Ana - 1 : Num)             | ''MATERIALSTIFFMETHOD''  |      -       |
 +|     (only if element Stiffness == STIFF_ANALYTIC)  |                                  |
 | Objectivity Method \\ (Jaumann = 0, GreenNaghdi = 1) |    ''OBJECTIVITY''    |      -       | | Objectivity Method \\ (Jaumann = 0, GreenNaghdi = 1) |    ''OBJECTIVITY''    |      -       |
 | Orthotropic axis                                      ''ORTHO_AX1_X''    |      -       | | Orthotropic axis                                      ''ORTHO_AX1_X''    |      -       |
Line 64: Line 66:
 \begin{cases} \begin{cases}
 p^{1}  = p^{0} + 3K {\Delta\epsilon}_{ii} \\ p^{1}  = p^{0} + 3K {\Delta\epsilon}_{ii} \\
-s^{1}_{ij}  = s^{0}_{ij} + 2G {\Delta\epsilon}_{ij} + \eta \frac{{\Delta\epsilon}_{ij}}{\Delta t}+s^{1}_{ij}  = s^{0}_{ij} + 2G {\Delta\hat{\epsilon}}_{ij} + \eta \frac{{\Delta\hat{\epsilon}}_{ij}}{\Delta t}
 \end{cases} \end{cases}
 $$ $$
Line 86: Line 88:
  
 The GeneralizedMaxwell viscoelastic model result in adding of up to now, maximum 2 visco-elastic Maxwell branches to the elastic material. The similar spring/damper model is shown at the figure below The GeneralizedMaxwell viscoelastic model result in adding of up to now, maximum 2 visco-elastic Maxwell branches to the elastic material. The similar spring/damper model is shown at the figure below
-{{ :doc:user:elements:volumes:generalizedmaxwell.png?200 |}}+{{ :doc:user:elements:volumes:generalizedmaxwell.png?400 |}}
  
-The effect of viscosity is only impacting deviatoric stresses  +Defining Maxwell viscous parameters from materials data (for each Maxwell branch)
-(all computations done on a finite time step $\Delta t$)+
  
 $$ $$
 \begin{cases} \begin{cases}
-p^{1 p^{0} + 3K {\Delta\epsilon}_{ii} \+\Gamma_{i&= \frac{\mu_{i}}  {2G}\\ 
-s^{1}_{ij}  = s^{0}_{ij} + 2G {\Delta\epsilon}_{ij+ \eta \frac{{\Delta\epsilon}_{ij}}{\Delta t}+\tau_{i  &\frac{\eta_{i}} {\mu_{i}}
 \end{cases} \end{cases}
 $$ $$
  
 +The stresses in each Maxwell branch consist in 2 effects : 
 +  - the relaxation of previous time step stresses in this Maxwell branch
 +  - the stress modification due to strain increment ${\Delta\epsilon}_{ij}$
  
-where $K$ and $G$ are compressibility and shear modulus. 
  
 +$$
 +\begin{cases}
 +p^{1}      &= p^{0} + 3K {\Delta\epsilon}_{ii} \\
 +\underline{s}^{1}  &= \underline{s}_{E}^{1} + \underline{s}^{1}_{M1} + \underline{s}^{1}_{M2}
 +\end{cases}
 +$$
 +Stresses in each branch are computed using : 
 +$$
 +\begin{cases}
 +\underline{s}_{E}^{1}  &= \underline{s}_{E}^{0} + 2G {\Delta\hat{\underline{\epsilon}}} \\
 +\underline{s}^{1}_{M1} &= e^{(\frac{-\Delta t}{\tau_{1}})} \underline{s}^{0}_{M1} + \Gamma_{1} (1-e^{\frac{-\Delta t}{\tau_{1}}}) \frac{\tau_{1}}{\Delta t} 2G {\Delta\hat{\underline{\epsilon}}} \\
 +\underline{s}^{1}_{M2} &= e^{(\frac{-\Delta t}{\tau_{2}})} \underline{s}^{0}_{M2} + \Gamma_{2} (1-e^{\frac{-\Delta t}{\tau_{2}}}) \frac{\tau_{2}}{\Delta t} 2G {\Delta\hat{\underline{\epsilon}}} \\
 +\end{cases}
 +$$
  
-=== Parameters ===+where $K$ and $G$ are compressibility and shear modulus, ${\Delta\underline{\epsilon}}$ is the stain increment during the time step  $\Delta t$. 
 +these equations shown clearly the necessity to track history of the total stresses but also to each Maxwell branch stresses $\underline{s}^{1}_{M1}$ and $\underline{s}^{1}_{M2}$.
  
  
-        nbMaxwellBranch getConstant(NBMAXWELLBRANCH); +=== Parameters === 
-        if (nbMaxwellBranch !1 && nbMaxwellBranch !2) +       
-         FATAL_ERROR("NBMAXWELLBRANCH must be equal to 1 or 2"); +
-    } +
- +
-    if(!exist(VISCO_ETA1)) +
-        FATAL_ERROR("Missing VISCO_ETA1 modulus!"); +
-    if(!exist(VISCO_MU1)) +
-        FATAL_ERROR("Missing VISCO_MU1 modulus!"); +
- +
-    if (nbMaxwellBranch == 2) +
-    { +
-        if(!exist(VISCO_ETA2)) +
-            FATAL_ERROR("Missing VISCO_ETA2 modulus!"); +
-        if(!exist(VISCO_MU2)) +
-            FATAL_ERROR("Missing VISCO_MU2 modulus!");+
  
 ^   Name                                                 Metafor Code      Dependency  ^ ^   Name                                                 Metafor Code      Dependency  ^
Line 126: Line 130:
 | Young's modulus                                    ''ELASTIC_MODULUS''  |    TO/TM     | | Young's modulus                                    ''ELASTIC_MODULUS''  |    TO/TM     |
 | Poisson Ratio                                       ''POISSON_RATIO''      TO/TM     | | Poisson Ratio                                       ''POISSON_RATIO''      TO/TM     |
-number of Maxwell branches (def or 2)           |  ''NBMAXWELLBRANCH''            +Number of Maxwell branches 1 (default) or 2       |  ''NBMAXWELLBRANCH''            
-| Maxwel 1 Stiffness                               |   ''VISCO_MU1''             +| Maxwel 1 Stiffness                                |   ''VISCO_MU1''                  
-| Maxwel 1 Viscosity                               |   ''VISCO_ETA1''      |        +| Maxwel 1 Viscosity                                |   ''VISCO_ETA1''      |            
-| Maxwel 2 Stiffness                             |   ''VISCO_MU2''              +| Maxwel 2 Stiffness                                |   ''VISCO_MU2''                  
-| Maxwel 2 Viscosity                             |   ''VISCO_ETA2''      |        |+| Maxwel 2 Viscosity                                |   ''VISCO_ETA2''      |            |
  
-model implemented based on +model implemented based on {{:doc:user:references:materials:1997_formulation_and_implementation_of_three-dimensional_viscoelasticity_at_small_and_finite_strains_kaliske_rothert.pdf|Kaliske M, 
-"Kaliske & Rothert +Rothert H. Formulation and implementation of three-dimensional viscoelasticity at small and finite strainsComputational Mechanics 1997;19:228-239.}}
-Formulation and Implementation of three-dimensional viscoelasticity at small and finite strains +
-Computational mechanics 19(1997228-239"+
 ===== EvpIsoHHypoMaterial ===== ===== EvpIsoHHypoMaterial =====
  
Line 350: Line 352:
  
 $$ $$
-f=\dfrac{\overline{\sigma}}{1-D}-\sigma_{yield}=0+f=\dfrac{\overline{\sigma}}{1-h\cdot D}-\sigma_{yield}=0
 $$ $$
  
-where $ \overline{\sigma} $ is the equivalent stress computed as a function of [[doc:user:elements:volumes:plasticity_criterion#vonmisesplasticcriterion|Von Mises plasticy criterion]], $ \sigma_{yield} $ is the yield stress, $ D $ is the damage variable updated as a function of the [[doc:user:elements:volumes:continuousdamage|damage evolution law]].+where $ \overline{\sigma} $ is the equivalent stress computed as a function of [[doc:user:elements:volumes:plasticity_criterion#vonmisesplasticcriterion|Von Mises plasticy criterion]], $ \sigma_{yield} $ is the yield stress, $ D $ is the damage variable updated as a function of the [[doc:user:elements:volumes:continuousdamage|damage evolution law]]. Moreover, $h$ is the Micro-Crack Closure Effect parameter that makes the distinction of the weakening effect of damage under compressive and tensile stress states, which is defined as: 
 +$$ 
 + h = \left\{ 
 + \begin{array}{ll} 
 +  \text{DAMAGE_MCCE} &\mbox{, if } \dfrac{p}{J_2}< 0.0\\ 
 +  1.0 &\mbox{, if } \dfrac{p}{J_2}\geq 0.0\\ 
 + \end{array} 
 + \right. 
 +$$
  
 The evolution law coupled with plasticity can be integrated three ways depending on the parameter ''TYPE_INTEG'': The evolution law coupled with plasticity can be integrated three ways depending on the parameter ''TYPE_INTEG'':
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 | Initial damage                             ''DAMAGE_INIT''        -     | | Initial damage                             ''DAMAGE_INIT''        -     |
 | Integration method                             ''TYPE_INTEG''      |    -     | | Integration method                             ''TYPE_INTEG''      |    -     |
 +| Micro-Crack Closure Effect parameter (=1.0 by default)      ''DAMAGE_MCCE''     | |
  
 ===== ContinuousAnisoDamageEvpIsoHHypoMaterial ===== ===== ContinuousAnisoDamageEvpIsoHHypoMaterial =====
doc/user/elements/volumes/iso_hypo_materials.txt · Last modified: 2022/07/14 12:41 by papeleux

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