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DAMASK_EICMD
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S is 2. PK stress, T_sym is clearer

This commit is contained in:
Martin Diehl 2020-03-02 23:14:59 +01:00
parent 15c3cab549
commit 0034289b1b
1 changed files with 32 additions and 32 deletions
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64
python/damask/result.py
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@ -591,51 +591,51 @@ class Result():
@staticmethod
def _add_eigenvalue(S):
def _add_eigenvalue(T_sym):
return {
'data': mechanics.eigenvalues(S['data']),
'label': 'lambda({})'.format(S['label']),
'data': mechanics.eigenvalues(T_sym['data']),
'label': 'lambda({})'.format(T_sym['label']),
'meta' : {
'Unit': S['meta']['Unit'],
'Description': 'Eigenvalues of {} ({})'.format(S['label'],S['meta']['Description']),
'Unit': T_sym['meta']['Unit'],
'Description': 'Eigenvalues of {} ({})'.format(T_sym['label'],T_sym['meta']['Description']),
'Creator': 'result.py:add_eigenvalues v{}'.format(version)
}
}
def add_eigenvalues(self,S):
def add_eigenvalues(self,T_sym):
"""
Add eigenvalues of symmetric tensor.
Parameters
----------
S : str
T_sym : str
Label of symmetric tensor dataset.
"""
self._add_generic_pointwise(self._add_eigenvalue,{'S':S})
self._add_generic_pointwise(self._add_eigenvalue,{'T_sym':T_sym})
@staticmethod
def _add_eigenvector(S):
def _add_eigenvector(T_sym):
return {
'data': mechanics.eigenvectors(S['data']),
'label': 'v({})'.format(S['label']),
'data': mechanics.eigenvectors(T_sym['data']),
'label': 'v({})'.format(T_sym['label']),
'meta' : {
'Unit': '1',
'Description': 'Eigenvectors of {} ({})'.format(S['label'],S['meta']['Description']),
'Description': 'Eigenvectors of {} ({})'.format(T_sym['label'],T_sym['meta']['Description']),
'Creator': 'result.py:add_eigenvectors v{}'.format(version)
}
}
def add_eigenvectors(self,S):
def add_eigenvectors(self,T_sym):
"""
Add eigenvectors of symmetric tensor.
Parameters
----------
S : str
T_sym : str
Label of symmetric tensor dataset.
"""
self._add_generic_pointwise(self._add_eigenvector,{'S':S})
self._add_generic_pointwise(self._add_eigenvector,{'T_sym':T_sym})
@staticmethod
@ -677,54 +677,54 @@ class Result():
@staticmethod
def _add_maximum_shear(S):
def _add_maximum_shear(T_sym):
return {
'data': mechanics.maximum_shear(S['data']),
'label': 'max_shear({})'.format(S['label']),
'data': mechanics.maximum_shear(T_sym['data']),
'label': 'max_shear({})'.format(T_sym['label']),
'meta': {
'Unit': S['meta']['Unit'],
'Description': 'Maximum shear component of {} ({})'.format(S['label'],S['meta']['Description']),
'Unit': T_sym['meta']['Unit'],
'Description': 'Maximum shear component of {} ({})'.format(T_sym['label'],T_sym['meta']['Description']),
'Creator': 'result.py:add_maximum_shear v{}'.format(version)
}
}
def add_maximum_shear(self,S):
def add_maximum_shear(self,T_sym):
"""
Add maximum shear components of symmetric tensor.
Parameters
----------
S : str
T_sym : str
Label of symmetric tensor dataset.
"""
self._add_generic_pointwise(self._add_maximum_shear,{'S':S})
self._add_generic_pointwise(self._add_maximum_shear,{'T_sym':T_sym})
@staticmethod
def _add_Mises(S):
t = 'strain' if S['meta']['Unit'] == '1' else \
def _add_Mises(T_sym):
t = 'strain' if T_sym['meta']['Unit'] == '1' else \
'stress'
return {
'data': mechanics.Mises_strain(S['data']) if t=='strain' else mechanics.Mises_stress(S['data']),
'label': '{}_vM'.format(S['label']),
'data': mechanics.Mises_strain(T_sym['data']) if t=='strain' else mechanics.Mises_stress(T_sym['data']),
'label': '{}_vM'.format(T_sym['label']),
'meta': {
'Unit': S['meta']['Unit'],
'Description': 'Mises equivalent {} of {} ({})'.format(t,S['label'],S['meta']['Description']),
'Unit': T_sym['meta']['Unit'],
'Description': 'Mises equivalent {} of {} ({})'.format(t,T_sym['label'],T_sym['meta']['Description']),
'Creator': 'result.py:add_Mises v{}'.format(version)
}
}
def add_Mises(self,S):
def add_Mises(self,T_sym):
"""
Add the equivalent Mises stress or strain of a symmetric tensor.
Parameters
----------
S : str
T_sym : str
Label of symmetric tensorial stress or strain dataset.
"""
self._add_generic_pointwise(self._add_Mises,{'S':S})
self._add_generic_pointwise(self._add_Mises,{'T_sym':T_sym})
@staticmethod