CSMm 2.5.Constitutive Laws

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[[Category: CSMm 2.Structure]]
 
[[Category: CSMm 2.5.Constitutive_Laws]]
 
[[Category: CSMm 2.5.Constitutive_Laws]]
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For the moment one can use a simple elastic model or a more complex elasto-plastic model with a VonMisses yield criterion:
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*'''Elastic model'''
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<math>\boldsymbol{\sigma = D \cdot \epsilon} </math>
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*'''Elasto-Plastic model:'''
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It uses a '''Von Mises''' yield criterion: plastic yielding starts when the elastic energy stored in changes of shape reaches a critical value.
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<!-- The following text is commented-->
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<!--
  
 
The constitutive law class is a core class of kratos. Located in kratos/kratos/includes/constitutive_law.h.
 
The constitutive law class is a core class of kratos. Located in kratos/kratos/includes/constitutive_law.h.
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== ConstitutiveLaw derives from Flags ==
 
== ConstitutiveLaw derives from Flags ==
  
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The flags that are in use right now are only used as options for the computation of the material response.
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Right now, the flags used are only local flags (options) for the computation of the material response.
  
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  '''Current Avaliable Flags:'''
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* '''Current Avaliable Flags:''' *
  
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List of ''LOCAL'' flags, in will be used in the Parameters.mOptions:
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List of ''LOCAL'' flags, they will be used in the Parameters.mOptions:
  
 
'''COMPUTE_STRAIN'''
 
'''COMPUTE_STRAIN'''
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'''FINALIZE_MATERIAL_RESPONSE'''
 
'''FINALIZE_MATERIAL_RESPONSE'''
  
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'''AXISYMMETRIC'''
 
  
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  '''Strain and stress working measures:'''
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There is also a definition of the strain and stress measures that we are going to work with.
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* '''Strain and stress working measures:''' *
  
  
 
They are defined in to two '''''enum''''' arrays:
 
They are defined in to two '''''enum''''' arrays:
  
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  '''STRAIN MEASURES:'''
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* '''STRAIN MEASURES:''' *
  
 
'''StrainMeasure_Infinitesimal''', Infinitesimal strain measure related to small displacements
 
'''StrainMeasure_Infinitesimal''', Infinitesimal strain measure related to small displacements
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'''StrainMeasure_Hencky_Material''', Hencky strain measure expressed in the reference configuration
 
'''StrainMeasure_Hencky_Material''', Hencky strain measure expressed in the reference configuration
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''Italic text''
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'''StrainMeasure_Hencky_Spatial''',  Hencky strain measure expressed in the current configuration
 
'''StrainMeasure_Hencky_Spatial''',  Hencky strain measure expressed in the current configuration
  
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  '''STRESS MEASURES:'''
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* '''STRESS MEASURES:''' *
  
 
'''StressMeasure_PK1''', First Piola-Kirchhoff stress related to the reference configuration non-symmetric
 
'''StressMeasure_PK1''', First Piola-Kirchhoff stress related to the reference configuration non-symmetric
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{
 
{
  
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  PARAMETER OPIONS:
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* PARAMETER OPIONS:
  
 
'''mOptions''' flags for the current Constitutive Law Parameters (input data)
 
'''mOptions''' flags for the current Constitutive Law Parameters (input data)
  
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  KINEMATIC PARAMETERS:
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* KINEMATIC PARAMETERS:
  
 
'''mDeterminantF''' copy of the determinant of the Current DeformationGradient (although Current F  is also included as a matrix) (input data)
 
'''mDeterminantF''' copy of the determinant of the Current DeformationGradient (although Current F  is also included as a matrix) (input data)
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NOTE: Pointers are used only to point to a certain variable, no ''new'' or ''malloc'' can be used for this Parameters
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''--NOTE: Pointers are used only to point to a certain variable, no ''new'' or ''malloc'' can be used for this Parameters--''
  
 
'''mpDeformationGradientF''' pointer to the current deformation gradient (can be an empty matrix if a linear strain measure is used) (input data)
 
'''mpDeformationGradientF''' pointer to the current deformation gradient (can be an empty matrix if a linear strain measure is used) (input data)
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  GEOMETRIC PARAMETERS:
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* GEOMETRIC PARAMETERS:
  
 
'''mpShapeFunctionsValues''' pointer to the shape functions values in the current integration point (input data)
 
'''mpShapeFunctionsValues''' pointer to the shape functions values in the current integration point (input data)
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  MATERIAL PROPERTIES:
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* MATERIAL PROPERTIES:
  
 
'''mpMaterialProperties''' pointer to the material Properties object (input data)
 
'''mpMaterialProperties''' pointer to the material Properties object (input data)
  
  
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  PROCESS PROPERTIES:
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* PROCESS PROPERTIES:
  
 
'''mpCurrentProcessInfo''' pointer to current ProcessInfo instance (input data)
 
'''mpCurrentProcessInfo''' pointer to current ProcessInfo instance (input data)
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== ConstitutiveLaw Methods ==
 
== ConstitutiveLaw Methods ==
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The constitutive law is evaluated at integration point level. The '''struct ''Parameters''''' must be set and passed to the constitutive law for the material response calculation.
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General Method to get the material response in a specific ''StressMeasure'':  
 
General Method to get the material response in a specific ''StressMeasure'':  
  
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'''CalculateMaterialResponse( ''Parameters&'' , ''StressMeasure'' )'''
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'''CalculateMaterialResponse( ''Parameters&'' , ''StressMeasure'' )'''
  
  
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Specific Methods for the requested stress measure:  
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Specific Methods for the requested stress measures:  
  
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'''CalculateMaterialResponsePK1( ''Parameters&'' )'''
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'''CalculateMaterialResponsePK1( ''Parameters&'' )'''
  
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'''CalculateMaterialResponsePK2( ''Parameters&'' )'''
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'''CalculateMaterialResponsePK2( ''Parameters&'' )'''
  
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'''CalculateMaterialResponseKirchhoff( ''Parameters&'' )'''
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'''CalculateMaterialResponseKirchhoff( ''Parameters&'' )'''
  
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'''CalculateMaterialResponseCauchy( ''Parameters&'' )'''
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'''CalculateMaterialResponseCauchy( ''Parameters&'' )'''
  
  
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----
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General Method to finalize the material response in a specific ''StressMeasure'':
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'''FinalizeMaterialResponse( ''Parameters&'' , ''StressMeasure'' )'''
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Specific Methods for the requested stress measures finalization:
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'''FinalizeMaterialResponsePK1( ''Parameters&'' )'''
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'''FinalizeMaterialResponsePK2( ''Parameters&'' )'''
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'''FinalizeMaterialResponseKirchhoff( ''Parameters&'' )'''
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'''FinalizeMaterialResponseCauchy( ''Parameters&'' )'''
  
 
--- to be continued
 
--- to be continued
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-->

Latest revision as of 11:22, 3 October 2013


For the moment one can use a simple elastic model or a more complex elasto-plastic model with a VonMisses yield criterion:


  • Elastic model


\boldsymbol{\sigma = D \cdot \epsilon}


  • Elasto-Plastic model:


It uses a Von Mises yield criterion: plastic yielding starts when the elastic energy stored in changes of shape reaches a critical value.



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