def _read_ogpwg_4(self, data, ndata):
"""
Grid Point Weight Generator
"""
if self.read_mode == 1:
return ndata
#print(' num_wide = %r' % self.num_wide)
MO = array(unpack('36f', data[:4 * 36]))
MO = MO.reshape(6, 6)
S = array(unpack('9f', data[4 * 36:4 * (36 + 9)]))
S = S.reshape(3, 3)
mxyz = array(unpack('12f', data[4 * (36 + 9):4 * (36 + 9 + 12)]))
mxyz = mxyz.reshape(3, 4)
mass = mxyz[:, 0]
cg = mxyz[:, 1:]
IS = array(unpack('9f', data[4 * (36 + 9 + 12):4 * (36 + 9 + 12 + 9)]))
IS = IS.reshape(3, 3)
IQ = array(
unpack('3f',
data[4 * (36 + 9 + 12 + 9):4 * (36 + 9 + 12 + 9 + 3)]))
Q = array(
unpack(
'9f',
data[4 * (36 + 9 + 12 + 9 + 3):4 * (36 + 9 + 12 + 9 + 3 + 9)]))
Q = Q.reshape(3, 3)
#print(self.object_attributes())
#print(self._count)
#print(self.title)
#print(self.subtitle)
#print(self.label)
#print(self.pval_step)
#print(self.superelement_adaptivity_index)
weight = GridPointWeight()
weight.set_grid_point_weight(
self.reference_point,
MO,
S,
mass,
cg,
IS,
IQ,
Q,
approach_code=self.approach_code,
table_code=self.table_code,
title=self.title,
subtitle=self.subtitle,
label=self.label,
superelement_adaptivity_index=self.superelement_adaptivity_index,
)
self.grid_point_weight[self.superelement_adaptivity_index] = weight
#del self.reference_point
return ndata
def __objects_common_init__(self):
#: the date the job was run on
self.date = None
self.responses = Responses()
#: Grid Point Weight Table
#: create with:
#: PARAM GRDPNT 0 (required for F06/OP2)
#: PARAM POSTEXT YES (required for OP2)
self.grid_point_weight = GridPointWeight()
self.oload_resultant = None
#: ESE
self.eigenvalues = {}
def __objects_init__(self):
"""More variable declarations"""
#: the date the job was run on
self.date = None
#: Grid Point Weight Table
#: create with:
#: PARAM GRDPNT 0 (required for F06/OP2)
#: PARAM POSTEXT YES (required for OP2)
self.grid_point_weight = GridPointWeight()
#: self.frequencies already exists as a BDF object
#: but we need this for the FOL frequencies for the MONPNT1 and MONPNT3
self._frequencies = None
#: ESE
self.eigenvalues = {}
#: OUG - displacement
self.displacements = {} # tCode=1 thermal=0
self.displacements_scaled = {} # tCode=1 thermal=8
#: OUP
self.displacement_scaled_response_spectra_nrl = {} # thermal=8
self.displacement_scaled_response_spectra_abs = {} # thermal=2
self.displacement_scaled_response_spectra_srss = {} # thermal=4
#self.displacement_scaled_response_spectra_psd = {}
#self.displacement_scaled_response_spectra_ato = {}
#self.displacement_scaled_response_spectra_rms = {}
#self.displacement_scaled_response_spectra_crm = {}
#self.displacement_scaled_response_spectra_no = {}
#: OUG - velocity
self.velocities = {} # tCode=10 thermal=0
#self.velocity_scaled_response_spectra_nrl = {}
self.velocity_scaled_response_spectra_abs = {}
#self.velocity_scaled_response_spectra_psd = {}
#self.velocity_scaled_response_spectra_ato = {}
#self.velocity_scaled_response_spectra_rms = {}
#self.velocity_scaled_response_spectra_crm = {}
#self.velocity_scaled_response_spectra_no = {}
#: OUG - acceleration
self.accelerations = {} # tCode=11 thermal=0
self.acceleration_scaled_response_spectra_nrl = {}
self.acceleration_scaled_response_spectra_abs = {}
#self.acceleration_scaled_response_spectra_psd = {}
#self.acceleration_scaled_response_spectra_ato = {}
#self.acceleration_scaled_response_spectra_rms = {}
#self.acceleration_scaled_response_spectra_crm = {}
#self.acceleration_scaled_response_spectra_no = {}
#: OUG - temperatures
self.temperatures = {} # tCode=1 thermal=1
#: OUG - eigenvectors
self.eigenvectors = {} # tCode=7 thermal=0
# OEF - Forces - tCode=4 thermal=0
self.cbush_force = {}
self.coneax_force = {}
self.cdamp1_force = {}
self.cdamp2_force = {}
self.cdamp3_force = {}
self.cdamp4_force = {}
self.celas1_force = {}
self.celas2_force = {}
self.celas3_force = {}
self.celas4_force = {}
self.cgap_force = {}
#self.solidPressureForces = {}
self.chexa_pressure_force = {}
self.cpenta_pressure_force = {}
self.ctetra_pressure_force = {}
self.cvisc_force = {}
self.force_VU = {}
#self.force_VU_2D = {}
self.vu_quad_force = {}
self.vu_tria_force = {}
#OEF - Fluxes - tCode=4 thermal=1
self.conv_thermal_load = {}
#self.thermalLoad_CHBDY = {}
self.chbdye_thermal_load = {}
self.chbdyg_thermal_load = {}
self.chbdyp_thermal_load = {}
self.chbdye_thermal_load_flux = {}
self.chbdyg_thermal_load_flux = {}
self.chbdyp_thermal_load_flux = {}
#self.thermalLoad_1D = {}
self.crod_thermal_load = {}
self.cbeam_thermal_load = {}
self.ctube_thermal_load = {}
self.conrod_thermal_load = {}
self.cbar_thermal_load = {}
self.cbend_thermal_load = {}
self.crod_thermal_load_flux = {}
self.cbeam_thermal_load_flux = {}
self.ctube_thermal_load_flux = {}
self.conrod_thermal_load_flux = {}
self.cbar_thermal_load_flux = {}
self.cbend_thermal_load_flux = {}
#self.thermalLoad_2D_3D = {}
self.cquad4_thermal_load = {}
self.ctriax6_thermal_load = {}
self.cquad8_thermal_load = {}
self.ctria3_thermal_load = {}
self.ctria6_thermal_load = {}
self.ctetra_thermal_load = {}
self.chexa_thermal_load = {}
self.cpenta_thermal_load = {}
self.cquad4_thermal_load_flux = {}
self.ctriax6_thermal_load_flux = {}
self.cquad8_thermal_load_flux = {}
self.ctria3_thermal_load_flux = {}
self.ctria6_thermal_load_flux = {}
self.ctetra_thermal_load_flux = {}
self.chexa_thermal_load_flux = {}
self.cpenta_thermal_load_flux = {}
self.thermalLoad_VU = {}
self.thermalLoad_VU_3D = {}
self.vu_beam_thermal_load = {}
#self.temperatureForces = {}
# OES - tCode=5 thermal=0 s_code=0,1 (stress/strain)
#: OES - CTRIAX6
self.ctriax_stress = {}
self.ctriax_strain = {}
#: OES - nonlinear CROD/CONROD/CTUBE stress/strain
self.nonlinear_crod_stress = {}
self.nonlinear_crod_strain = {}
self.nonlinear_ctube_stress = {}
self.nonlinear_ctube_strain = {}
self.nonlinear_conrod_stress = {}
self.nonlinear_conrod_strain = {}
#: OESNLXR - CTRIA3/CQUAD4 stress
#self.nonlinearPlateStress = {}
#: OESNLXR - CTRIA3/CQUAD4 strain
#self.nonlinearPlateStrain = {}
#self.hyperelastic_plate_stress = {}
self.hyperelastic_cquad4_strain = {}
self.nonlinear_cquad4_stress = {}
self.nonlinear_ctria3_stress = {}
self.nonlinear_cquad4_strain = {}
self.nonlinear_ctria3_strain = {}
#: OES - CELAS1 224, CELAS3 225,
self.nonlinear_celas1_stress = {}
self.nonlinear_celas3_stress = {}
#: OES - GAPNL 86
self.nonlinear_cgap_stress = {}
# OQG - spc/mpc forces
self.spc_forces = {} # OQG1, tCode=3?
self.spc_forces_v = {} # OQGV1
self.spc_forces_scaled_response_spectra_nrl = {}
self.mpc_forces = {} # tCode=39
self.mpc_forces_RAQCONS = {}
self.mpc_forces_RAQEATC = {}
# OQG - thermal forces
self.thermal_gradient_and_flux = {}
#: OGF - grid point forces
self.grid_point_forces = {} # tCode=19
#: OGS1 - grid point stresses
self.grid_point_surface_stresses = {} # tCode=26
self.grid_point_stresses_volume_direct = {} # tCode=27
self.grid_point_stresses_volume_principal = {} # tCode=28
self.grid_point_stress_discontinuities = {} # tCode=35
#: OPG - summation of loads for each element
self.load_vectors = {} # OPG1; tCode=2 thermal=0
self.load_vectors_v = {} # OPGV!
self.thermal_load_vectors = {} # tCode=2 thermal=1
self.applied_loads = {} # tCode=19 thermal=0
self.force_vectors = {} # tCode=12 thermal=0
#: OEE - strain energy density; tCode=18
self.cquad4_strain_energy = {}
self.cquad8_strain_energy = {}
self.cquadr_strain_energy = {}
self.cquadx_strain_energy = {}
self.ctria3_strain_energy = {}
self.ctria6_strain_energy = {}
self.ctriar_strain_energy = {}
self.ctriax_strain_energy = {}
self.ctriax6_strain_energy = {}
self.ctetra_strain_energy = {}
self.cpenta_strain_energy = {}
self.chexa_strain_energy = {}
self.cpyram_strain_energy = {}
self.crod_strain_energy = {}
self.ctube_strain_energy = {}
self.conrod_strain_energy = {}
self.cbar_strain_energy = {}
self.cbeam_strain_energy = {}
self.cgap_strain_energy = {}
self.celas1_strain_energy = {}
self.celas2_strain_energy = {}
self.celas3_strain_energy = {}
self.celas4_strain_energy = {}
self.cdum8_strain_energy = {}
self.cbush_strain_energy = {}
#self.chexa8fd_strain_energy = {}
self.cbend_strain_energy = {}
self.dmig_strain_energy = {}
self.genel_strain_energy = {}
self.cshear_strain_energy = {}
self.conm2_strain_energy = {}
self.rbe1_strain_energy = {}
self.rbe3_strain_energy = {}
class OP2_F06_Common(object):
def __init__(self):
#: a dictionary that maps an integer of the subcaseName to the
#: subcase_id
self.isubcase_name_map = {}
self.generalized_tables = {}
self.subtitles = defaultdict(list)
self.case_control_deck = CaseControlDeck([], log=self.log)
self.labels = {}
self.expected_times = {}
self.params = {}
self.table_names = []
self.make_geom = False
#: BDF Title
self.title = None
self.page_num = 1
self.isubcases = []
self.__objects_vector_init__()
self.__objects_init__()
self.__objects_common_init__()
def has_result(self, result_name):
"""checks to see if a result exists"""
if '.' in result_name:
sline = result_name.split('.')
if len(sline) != 2:
msg = 'result_name=%r has too many dots; only 2 are allowed' % result_name
raise RuntimeError(msg)
#obj_names = sline[:-1]
#storage_obj = self
#for obj_name in obj_names:
#print(obj_name)
#storage_obj = getattr(storage_obj, obj_name)
obj_name, result_name = result_name.split('.')
try:
storage_obj = getattr(self.op2_results, obj_name)
except AttributeError:
return False
return hasattr(storage_obj, result_name)
else:
return hasattr(self, result_name)
def get_result(self, result_name):
"""
Getattr, but considers sub-objects
Examples
--------
**Example 1**
>>> self.eigenvectors = get_result('eigenvectors')
**Example 1**
>>> self.ato.displacements = get_result('ato.displacements')
"""
if '.' in result_name:
sline = result_name.split('.')
if len(sline) != 2:
raise RuntimeError('result_name=%r has too many dots; '
'only 2 are allowed' % result_name)
obj_name, result_name = result_name.split('.')
storage_obj = getattr(self.op2_results, obj_name)
storage_dict = getattr(storage_obj, result_name)
return storage_dict
else:
try:
storage_obj = getattr(self, result_name)
except AttributeError:
storage_obj = getattr(self.op2_results, result_name)
return storage_obj
def del_result(self, result_name):
"""
delattr, but considers sub-objects
"""
if '.' in result_name:
sline = result_name.split('.')
if len(sline) != 2:
raise RuntimeError('result_name=%r has too many dots; '
'only 2 are allowed' % result_name)
obj_name, result_name = result_name.split('.')
storage_obj = getattr(self.op2_results, obj_name)
delattr(storage_obj, result_name)
else:
try:
delattr(self, result_name)
except AttributeError:
storage_obj = delattr(self.op2_results, result_name)
def deprecated(self, old_name, new_name, deprecated_version):
"""allows for simple OP2 vectorization"""
return deprecated(old_name,
new_name,
deprecated_version,
levels=[0, 1, 2])
def __objects_vector_init__(self):
"""
All OUG table is simple to vectorize, so we declere it in __objects_init__
On the other hand, the rodForces object contains CROD/CTUBE/CONROD elements.
It is difficult to handle initializing the CRODs/CONRODs given a
mixed type case, so we split out the elements.
"""
self.matrices = {}
self.matdicts = {}
#======================================================================
# rods
self.op2_results = Results()
self.crod_force = {}
self.conrod_force = {}
self.ctube_force = {}
self.crod_stress = {}
self.conrod_stress = {}
self.ctube_stress = {}
self.crod_strain = {}
self.conrod_strain = {}
self.ctube_strain = {}
#======================================================================
# springs
self.celas1_force = {}
self.celas2_force = {}
self.celas3_force = {}
self.celas4_force = {}
self.celas1_stress = {}
self.celas2_stress = {}
self.celas3_stress = {}
self.celas4_stress = {}
self.celas1_strain = {}
self.celas2_strain = {}
self.celas3_strain = {}
self.celas4_strain = {}
#======================================================================
self.ctetra_stress = {}
self.cpenta_stress = {}
self.chexa_stress = {}
self.ctetra_strain = {}
self.cpenta_strain = {}
self.chexa_strain = {}
#======================================================================
# bars/beams
self.cbar_force = {}
self.cbar_force_abs = {} # thermal=2
self.cbar_force_nrl = {} # thermal=8
self.cbar_stress = {}
self.cbar_strain = {}
self.cbar_force_10nodes = {}
self.cbar_stress_10nodes = {}
self.cbar_strain_10nodes = {}
self.cbeam_force = {}
self.cbeam_force_vu = {}
self.cbeam_stress = {}
self.cbeam_strain = {}
#======================================================================
self.cbend_stress = {}
self.cbend_strain = {}
self.cbend_force = {}
#======================================================================
# shells
self.ctria3_force = {}
self.ctria6_force = {}
self.ctriar_force = {}
self.cquad4_force = {}
self.cquad8_force = {}
self.cquadr_force = {}
self.cquad4_composite_force_failure_indicies = {}
self.cquad8_composite_force_failure_indicies = {}
self.ctria3_composite_force_failure_indicies = {}
self.ctria6_composite_force_failure_indicies = {}
self.ctria3_stress = {}
self.ctria6_stress = {}
self.cquad4_stress = {}
self.cquad8_stress = {}
self.cquadr_stress = {}
self.ctriar_stress = {}
self.ctria3_strain = {}
self.ctria6_strain = {}
self.cquad4_strain = {}
self.cquad8_strain = {}
self.cquadr_strain = {}
self.ctriar_strain = {}
self.cquad4_composite_stress = {}
self.cquad8_composite_stress = {}
self.cquadr_composite_stress = {}
self.ctria3_composite_stress = {}
self.ctria6_composite_stress = {}
self.ctriar_composite_stress = {}
self.cquad4_composite_strain = {}
self.cquad8_composite_strain = {}
self.cquadr_composite_strain = {}
self.ctria3_composite_strain = {}
self.ctria6_composite_strain = {}
self.ctriar_composite_strain = {}
self.cplstn3_stress = {}
self.cplstn4_stress = {}
self.cplstn6_stress = {}
self.cplstn8_stress = {}
self.cplsts3_stress = {}
self.cplsts4_stress = {}
self.cplsts6_stress = {}
self.cplsts8_stress = {}
self.cplstn3_strain = {}
self.cplstn4_strain = {}
self.cplstn6_strain = {}
self.cplstn8_strain = {}
self.cplsts3_strain = {}
self.cplsts4_strain = {}
self.cplsts6_strain = {}
self.cplsts8_strain = {}
self.cshear_stress = {}
self.cshear_strain = {}
self.cshear_force = {}
#: OES - CBEAM 94
self.nonlinear_cbeam_stress = {}
# bushing
self.cbush_stress = {}
self.cbush_strain = {}
self.nonlinear_cbush_stress = {} # CBUSH 226
self.cbush1d_stress_strain = {}
self.nonlinear_cbush1d_stress_strain = {}
#======================================================================
def __objects_common_init__(self):
#: the date the job was run on
self.date = None
self.responses = Responses()
#: Grid Point Weight Table
#: create with:
#: PARAM GRDPNT 0 (required for F06/OP2)
#: PARAM POSTEXT YES (required for OP2)
self.grid_point_weight = GridPointWeight()
self.oload_resultant = None
#: ESE
self.eigenvalues = {}
#self.convergence_history = {}
#self.response1_table = {}
def __objects_init__(self):
"""More variable declarations"""
#: the date the job was run on
self.date = None
#: Grid Point Weight Table
#: create with:
#: PARAM GRDPNT 0 (required for F06/OP2)
#: PARAM POSTEXT YES (required for OP2)
self.grid_point_weight = GridPointWeight()
#: self.frequencies already exists as a BDF object
#: but we need this for the FOL frequencies for the MONPNT1 and MONPNT3
self._frequencies = None
#: ESE
self.eigenvalues = {}
#: OUG - displacement
self.displacements = {} # tCode=1 thermal=0
self.displacements_scaled = {} # tCode=1 thermal=8
#: OUP
self.displacement_scaled_response_spectra_nrl = {} # thermal=8
self.displacement_scaled_response_spectra_abs = {} # thermal=2
self.displacement_scaled_response_spectra_srss = {} # thermal=4
#self.displacement_scaled_response_spectra_psd = {}
#self.displacement_scaled_response_spectra_ato = {}
#self.displacement_scaled_response_spectra_rms = {}
#self.displacement_scaled_response_spectra_crm = {}
#self.displacement_scaled_response_spectra_no = {}
#: OUG - velocity
self.velocities = {} # tCode=10 thermal=0
#self.velocity_scaled_response_spectra_nrl = {}
self.velocity_scaled_response_spectra_abs = {}
#self.velocity_scaled_response_spectra_psd = {}
#self.velocity_scaled_response_spectra_ato = {}
#self.velocity_scaled_response_spectra_rms = {}
#self.velocity_scaled_response_spectra_crm = {}
#self.velocity_scaled_response_spectra_no = {}
#: OUG - acceleration
self.accelerations = {} # tCode=11 thermal=0
self.acceleration_scaled_response_spectra_nrl = {}
self.acceleration_scaled_response_spectra_abs = {}
#self.acceleration_scaled_response_spectra_psd = {}
#self.acceleration_scaled_response_spectra_ato = {}
#self.acceleration_scaled_response_spectra_rms = {}
#self.acceleration_scaled_response_spectra_crm = {}
#self.acceleration_scaled_response_spectra_no = {}
#: OUG - temperatures
self.temperatures = {} # tCode=1 thermal=1
#: OUG - eigenvectors
self.eigenvectors = {} # tCode=7 thermal=0
# OEF - Forces - tCode=4 thermal=0
self.cbush_force = {}
self.coneax_force = {}
self.cdamp1_force = {}
self.cdamp2_force = {}
self.cdamp3_force = {}
self.cdamp4_force = {}
self.celas1_force = {}
self.celas2_force = {}
self.celas3_force = {}
self.celas4_force = {}
self.cgap_force = {}
#self.solidPressureForces = {}
self.chexa_pressure_force = {}
self.cpenta_pressure_force = {}
self.ctetra_pressure_force = {}
self.cvisc_force = {}
self.force_VU = {}
#self.force_VU_2D = {}
self.vu_quad_force = {}
self.vu_tria_force = {}
#OEF - Fluxes - tCode=4 thermal=1
self.conv_thermal_load = {}
#self.thermalLoad_CHBDY = {}
self.chbdye_thermal_load = {}
self.chbdyg_thermal_load = {}
self.chbdyp_thermal_load = {}
self.chbdye_thermal_load_flux = {}
self.chbdyg_thermal_load_flux = {}
self.chbdyp_thermal_load_flux = {}
#self.thermalLoad_1D = {}
self.crod_thermal_load = {}
self.cbeam_thermal_load = {}
self.ctube_thermal_load = {}
self.conrod_thermal_load = {}
self.cbar_thermal_load = {}
self.cbend_thermal_load = {}
self.crod_thermal_load_flux = {}
self.cbeam_thermal_load_flux = {}
self.ctube_thermal_load_flux = {}
self.conrod_thermal_load_flux = {}
self.cbar_thermal_load_flux = {}
self.cbend_thermal_load_flux = {}
#self.thermalLoad_2D_3D = {}
self.cquad4_thermal_load = {}
self.ctriax6_thermal_load = {}
self.cquad8_thermal_load = {}
self.ctria3_thermal_load = {}
self.ctria6_thermal_load = {}
self.ctetra_thermal_load = {}
self.chexa_thermal_load = {}
self.cpenta_thermal_load = {}
self.cquad4_thermal_load_flux = {}
self.ctriax6_thermal_load_flux = {}
self.cquad8_thermal_load_flux = {}
self.ctria3_thermal_load_flux = {}
self.ctria6_thermal_load_flux = {}
self.ctetra_thermal_load_flux = {}
self.chexa_thermal_load_flux = {}
self.cpenta_thermal_load_flux = {}
self.thermalLoad_VU = {}
self.thermalLoad_VU_3D = {}
self.vu_beam_thermal_load = {}
#self.temperatureForces = {}
# OES - tCode=5 thermal=0 s_code=0,1 (stress/strain)
#: OES - CTRIAX6
self.ctriax_stress = {}
self.ctriax_strain = {}
#: OES - nonlinear CROD/CONROD/CTUBE stress/strain
self.nonlinear_crod_stress = {}
self.nonlinear_crod_strain = {}
self.nonlinear_ctube_stress = {}
self.nonlinear_ctube_strain = {}
self.nonlinear_conrod_stress = {}
self.nonlinear_conrod_strain = {}
#: OESNLXR - CTRIA3/CQUAD4 stress
#self.nonlinearPlateStress = {}
#: OESNLXR - CTRIA3/CQUAD4 strain
#self.nonlinearPlateStrain = {}
#self.hyperelastic_plate_stress = {}
self.hyperelastic_cquad4_strain = {}
self.nonlinear_cquad4_stress = {}
self.nonlinear_ctria3_stress = {}
self.nonlinear_cquad4_strain = {}
self.nonlinear_ctria3_strain = {}
#: OES - CELAS1 224, CELAS3 225,
self.nonlinear_celas1_stress = {}
self.nonlinear_celas3_stress = {}
#: OES - GAPNL 86
self.nonlinear_cgap_stress = {}
# OQG - spc/mpc forces
self.spc_forces = {} # OQG1, tCode=3?
self.spc_forces_v = {} # OQGV1
self.spc_forces_scaled_response_spectra_nrl = {}
self.mpc_forces = {} # tCode=39
self.mpc_forces_RAQCONS = {}
self.mpc_forces_RAQEATC = {}
# OQG - thermal forces
self.thermal_gradient_and_flux = {}
#: OGF - grid point forces
self.grid_point_forces = {} # tCode=19
#: OGS1 - grid point stresses
self.grid_point_surface_stresses = {} # tCode=26
self.grid_point_stresses_volume_direct = {} # tCode=27
self.grid_point_stresses_volume_principal = {} # tCode=28
self.grid_point_stress_discontinuities = {} # tCode=35
#: OPG - summation of loads for each element
self.load_vectors = {} # OPG1; tCode=2 thermal=0
self.load_vectors_v = {} # OPGV!
self.thermal_load_vectors = {} # tCode=2 thermal=1
self.applied_loads = {} # tCode=19 thermal=0
self.force_vectors = {} # tCode=12 thermal=0
#: OEE - strain energy density; tCode=18
self.cquad4_strain_energy = {}
self.cquad8_strain_energy = {}
self.cquadr_strain_energy = {}
self.cquadx_strain_energy = {}
self.ctria3_strain_energy = {}
self.ctria6_strain_energy = {}
self.ctriar_strain_energy = {}
self.ctriax_strain_energy = {}
self.ctriax6_strain_energy = {}
self.ctetra_strain_energy = {}
self.cpenta_strain_energy = {}
self.chexa_strain_energy = {}
self.cpyram_strain_energy = {}
self.crod_strain_energy = {}
self.ctube_strain_energy = {}
self.conrod_strain_energy = {}
self.cbar_strain_energy = {}
self.cbeam_strain_energy = {}
self.cgap_strain_energy = {}
self.celas1_strain_energy = {}
self.celas2_strain_energy = {}
self.celas3_strain_energy = {}
self.celas4_strain_energy = {}
self.cdum8_strain_energy = {}
self.cbush_strain_energy = {}
#self.chexa8fd_strain_energy = {}
self.cbend_strain_energy = {}
self.dmig_strain_energy = {}
self.genel_strain_energy = {}
self.cshear_strain_energy = {}
self.conm2_strain_energy = {}
self.rbe1_strain_energy = {}
self.rbe3_strain_energy = {}
def _get_result_length(self, res_types, res_key):
"""
gets the length of the output data so we can line up:
RealCRodStrain - CROD
RealCTubeStrain - CTUBE
"""
res_length = 0
for res_type in res_types:
if not res_type:
continue
key0 = next(iter(res_type))
if not isinstance(key0, integer_types) and not isinstance(
res_key, integer_types):
if not type(key0) == type(res_key):
msg = ('bad compression check...\n'
'keys0=%s type(key0)=%s\n'
'res_key=%s type(res_key)=%s' %
(key0, type(key0), res_key, type(res_key)))
raise RuntimeError(msg)
#print('res_type.keys()=%s' % res_type.keys())
# res_key_list = res_key[:-1] + [res_key[-1]]
# res_key = tuple(res_key_list)
if res_key in res_type:
# the res_key is
result = res_type[res_key]
class_name = result.__class__.__name__
res_length = max(len(class_name), res_length)
#print('continue')
#break
continue
elif len(res_type) != 0:
#print(' not valid')
# get the 0th key in the dictionary, where key0 is arbitrary
key0 = get_key0(res_type)
#print(' key0 = ', key0)
# extract displacement[0]
result = res_type[key0]
# get the class name
class_name = result.__class__.__name__
res_length = max(len(class_name), res_length)
if not is_release:
print('%s - results not found...key=%s' %
(class_name, res_key))
else: # empty result
#print('else')
pass
#print('res_length =', res_length)
return res_length
def remove_empty_results(self):
table_names = self.get_table_types() + [
'grid_point_weight', 'oload_resultant'
]
for table_name in table_names:
obj = self.get_result(table_name)
if obj is None:
obj = self.del_result(table_name)
elif isinstance(obj, dict):
if len(obj) == 0:
obj = self.del_result(table_name)
#delattr(self, table_name)
else:
print('saving %s dict' % table_name)
else:
print('saving %s' % table_name)
def get_table_types(self):
"""Gets the names of the results."""
base = self.op2_results.get_table_types()
table_types = base + [
# OUG - displacement, temperatures, eigenvectors, velocity, acceleration
'displacements',
'displacements_scaled',
'temperatures',
'eigenvectors',
'velocities',
'accelerations',
# OQG - spc/mpc forces
'spc_forces',
'spc_forces_v',
'spc_forces_scaled_response_spectra_nrl',
'mpc_forces',
'mpc_forces_RAQCONS',
'mpc_forces_RAQEATC',
'thermal_gradient_and_flux',
# OGF - grid point forces
'grid_point_forces',
# OPG - summation of loads for each element '
'load_vectors',
'load_vectors_v',
'thermal_load_vectors',
'applied_loads',
'force_vectors',
# OES - tCode=5 thermal=0 s_code=0,1 (stress/strain)
# OES - CELAS1/CELAS2/CELAS3/CELAS4 stress/strain
'celas1_stress',
'celas2_stress',
'celas3_stress',
'celas4_stress',
'celas1_strain',
'celas2_strain',
'celas3_strain',
'celas4_strain',
# OES - isotropic CROD/CONROD/CTUBE stress/strain
'crod_stress',
'conrod_stress',
'ctube_stress',
'crod_strain',
'conrod_strain',
'ctube_strain',
# OES - isotropic CBAR stress/strain
'cbar_stress',
'cbar_strain',
'cbar_force',
'cbar_force_abs',
'cbar_force_nrl',
'cbar_stress_10nodes',
'cbar_strain_10nodes',
'cbar_force_10nodes',
# OES - isotropic CBEAM stress/strain
'cbeam_stress',
'cbeam_strain',
'cbeam_force',
'cbeam_force_vu',
'nonlinear_cbeam_stress',
#'nonlinear_cbeam_strain',
# CBEND
'cbend_stress',
'cbend_strain',
'cbend_force',
# OES - isotropic CTRIA3/CQUAD4 stress
'ctria3_stress',
'ctriar_stress',
'ctria6_stress',
'cquadr_stress',
'cquad4_stress',
'cquad8_stress',
# OES - isotropic CTRIA3/CQUAD4 strain
'ctria3_strain',
'ctriar_strain',
'ctria6_strain',
'cquadr_strain',
'cquad4_strain',
'cquad8_strain',
# OES - isotropic CTETRA/CHEXA/CPENTA stress/strain
'ctetra_stress',
'chexa_stress',
'cpenta_stress',
'ctetra_strain',
'chexa_strain',
'cpenta_strain',
# OES - CSHEAR stress/strain
'cshear_stress',
'cshear_strain',
# OES - GAPNL 86
'nonlinear_cgap_stress',
# OES - CBUSH 226
'nonlinear_cbush_stress',
'cplstn3_stress',
'cplstn4_stress',
'cplstn6_stress',
'cplstn8_stress',
'cplsts3_stress',
'cplsts4_stress',
'cplsts6_stress',
'cplsts8_stress',
'cplstn3_strain',
'cplstn4_strain',
'cplstn6_strain',
'cplstn8_strain',
'cplsts3_strain',
'cplsts4_strain',
'cplsts6_strain',
'cplsts8_strain',
]
table_types += [
# PVT0
'params',
# LAMA
'eigenvalues',
# HISADD
#'convergence_history',
# R1TABRG
#'response1_table',
# OEF - Forces - tCode=4 thermal=0
'crod_force',
'conrod_force',
'ctube_force',
# bar/beam
'cbush_force',
'coneax_force',
'cdamp1_force',
'cdamp2_force',
'cdamp3_force',
'cdamp4_force',
'cgap_force',
'cquad4_force',
'cquad8_force',
'cquadr_force',
'ctria3_force',
'ctria6_force',
'ctriar_force',
'cshear_force',
#'cquad4_composite_force',
#'cquad8_composite_force',
#'cquadr_composite_force',
#'ctria3_composite_force',
#'ctria6_composite_force',
#'ctriar_composite_force',
'chexa_pressure_force',
'cpenta_pressure_force',
'ctetra_pressure_force',
'celas1_force',
'celas2_force',
'celas3_force',
'celas4_force',
'cvisc_force',
'force_VU',
#'force_VU_2D',
'vu_quad_force',
'vu_tria_force',
#OEF - Fluxes - tCode=4 thermal=1
'conv_thermal_load',
'cquad4_composite_force_failure_indicies',
'cquad8_composite_force_failure_indicies',
'ctria3_composite_force_failure_indicies',
'ctria6_composite_force_failure_indicies',
#'thermalLoad_CHBDY',
'chbdye_thermal_load',
'chbdye_thermal_load_flux',
'chbdyg_thermal_load',
'chbdyg_thermal_load_flux',
'chbdyp_thermal_load',
'chbdyp_thermal_load_flux',
#'thermalLoad_1D',
'crod_thermal_load',
'crod_thermal_load_flux',
'cbeam_thermal_load',
'cbeam_thermal_load_flux',
'ctube_thermal_load',
'ctube_thermal_load_flux',
'conrod_thermal_load',
'conrod_thermal_load_flux',
'cbar_thermal_load',
'cbar_thermal_load_flux',
'cbend_thermal_load',
'cbend_thermal_load_flux',
#'thermalLoad_2D_3D',
'cquad4_thermal_load',
'cquad4_thermal_load_flux',
'ctriax6_thermal_load',
'ctriax6_thermal_load_flux',
'cquad8_thermal_load',
'cquad8_thermal_load_flux',
'ctria3_thermal_load',
'ctria3_thermal_load_flux',
'ctria6_thermal_load',
'ctria6_thermal_load_flux',
'ctetra_thermal_load',
'ctetra_thermal_load_flux',
'chexa_thermal_load',
'chexa_thermal_load_flux',
'cpenta_thermal_load',
'cpenta_thermal_load_flux',
'thermalLoad_VU',
'thermalLoad_VU_3D',
'vu_beam_thermal_load',
#self.temperatureForces
]
table_types += [
# OES - CTRIAX6
'ctriax_stress',
'ctriax_strain',
'cbush_stress',
'cbush_strain',
#'cbush_stress',
#'cbush_strain',
'cbush1d_stress_strain',
'nonlinear_cbush1d_stress_strain',
# OES - nonlinear CROD/CONROD/CTUBE stress
'nonlinear_crod_stress',
'nonlinear_crod_strain',
'nonlinear_ctube_stress',
'nonlinear_ctube_strain',
'nonlinear_conrod_stress',
'nonlinear_conrod_strain',
# OESNLXR - CTRIA3/CQUAD4 stress
'nonlinear_cquad4_stress',
'nonlinear_ctria3_stress',
'nonlinear_cquad4_strain',
'nonlinear_ctria3_strain',
#'hyperelastic_plate_stress',
'hyperelastic_cquad4_strain',
# OES - CEALS1 224, CELAS3 225
'nonlinear_celas1_stress',
'nonlinear_celas3_stress',
# OES - composite CTRIA3/CQUAD4 stress
'cquad4_composite_stress',
'cquad8_composite_stress',
'cquadr_composite_stress',
'ctria3_composite_stress',
'ctria6_composite_stress',
'ctriar_composite_stress',
'cquad4_composite_strain',
'cquad8_composite_strain',
'cquadr_composite_strain',
'ctria3_composite_strain',
'ctria6_composite_strain',
'ctriar_composite_strain',
# OGS1 - grid point stresses
'grid_point_surface_stresses', # tCode=26
'grid_point_stresses_volume_direct', # tCode=27 # volume direct
'grid_point_stresses_volume_principal', # tCode =28
'grid_point_stress_discontinuities', # tCode=35,
# OEE - strain energy density
#'strain_energy', # tCode=18
'cquad4_strain_energy',
'cquad8_strain_energy',
'cquadr_strain_energy',
'cquadx_strain_energy',
'ctria3_strain_energy',
'ctria6_strain_energy',
'ctriar_strain_energy',
'ctriax_strain_energy',
'ctriax6_strain_energy',
'cshear_strain_energy',
'ctetra_strain_energy',
'cpenta_strain_energy',
'chexa_strain_energy',
'cpyram_strain_energy',
'crod_strain_energy',
'ctube_strain_energy',
'conrod_strain_energy',
'cbar_strain_energy',
'cbeam_strain_energy',
'cgap_strain_energy',
'cbush_strain_energy',
'celas1_strain_energy',
'celas2_strain_energy',
'celas3_strain_energy',
'celas4_strain_energy',
'cdum8_strain_energy',
#'chexa8fd_strain_energy'
'cbend_strain_energy',
'dmig_strain_energy',
'genel_strain_energy',
'conm2_strain_energy',
'rbe1_strain_energy',
'rbe3_strain_energy',
# unused?
'displacement_scaled_response_spectra_nrl',
'displacement_scaled_response_spectra_abs',
'displacement_scaled_response_spectra_srss',
'velocity_scaled_response_spectra_abs',
'acceleration_scaled_response_spectra_nrl',
'acceleration_scaled_response_spectra_abs',
]
utables = unique(table_types)
if len(table_types) != len(utables):
msg = 'Non-unique tables: '
for i, table_type in enumerate(table_types):
if table_type in table_types[i + 1:]:
msg += table_type + ', '
raise AssertionError(msg)
return table_types
def _get_table_types_testing(self):
"""testing method...don't use"""
skipped_attributes = [
'card_count', 'data_code', 'element_mapper', 'isubcase_name_map',
'labels', 'subtitles', 'additional_matrices', 'matrices',
'matdicts', 'subcase_key', 'end_options', 'expected_times',
'generalized_tables', 'op2_reader'
]
table_types = self.get_table_types()
tables = object_attributes(self, 'public')
tables = [
table for table in tables if isinstance(getattr(self, table), dict)
and table not in skipped_attributes
]
for table in tables:
if self.make_geom:
break
assert table in table_types, table
return table_types
def get_f06_stats(self):
return self.get_op2_stats()
def get_op2_stats(self, short=False):
"""
Gets info about the contents of the different attributes of the
OP2 class.
Examples
--------
***Detailed OP2 Stats***
>>> self.get_op2_stats()
displacements[1]
isubcase = 1
type=RealDisplacementArray nnodes=72
data: [t1, t2, t3, r1, r2, r3] shape=[1, 72, 6] dtype=float32
gridTypes
sort1
lsdvmns = [1]
spc_forces[1]
isubcase = 1
type=RealSPCForcesArray nnodes=72
data: [t1, t2, t3, r1, r2, r3] shape=[1, 72, 6] dtype=float32
gridTypes
sort1
lsdvmns = [1]
ctetra_stress[1]
type=RealSolidStressArray nelements=186 nnodes=930
nodes_per_element=5 (including centroid)
eType, cid
data: [1, nnodes, 10] where 10=[oxx, oyy, ozz, txy, tyz, txz, o1, o2, o3, von_mises]
data.shape = (1, 930, 10)
element name: CTETRA
sort1
lsdvmns = [1]
***Appreviated OP2 Stats***
>>> self.get_op2_stats(short=True)
displacements[1]; RealDisplacementArray; [1, 72, 6]; [t1, t2, t3, r1, r2, r3]
"""
def compare(key_value):
key = key_value[0]
if isinstance(key, (int, int32, int64, text_type, binary_type)):
return key
else:
#print('key=%s type=%s' % (key, type(key)))
#self.log.debug(type(key))
return key[0]
msg = []
msg += self.responses.get_stats(short=short)
if self.grid_point_weight:
msg += self.grid_point_weight.get_stats(short=short)
table_types = self._get_table_types_testing()
def _write_params(params):
msg = []
for key, param in sorted(params.items()):
msg.append('PARAM[%s] = %s\n' % (key, param.values))
return msg
if short:
no_data_classes = [
'RealEigenvalues', 'ComplexEigenvalues', 'BucklingEigenvalues'
]
for table_type in table_types:
if table_type in ['params']:
msg.extend(_write_params(self.params))
continue
elif table_type in ['gpdt', 'eqexin']:
obj = self.get_result(table_type)
if obj is None:
continue
stats = obj.get_stats(short=True)
msg.extend(stats)
continue
table = self.get_result(table_type)
for isubcase, subcase in sorted(table.items(), key=compare):
class_name = subcase.__class__.__name__
if class_name in no_data_classes:
msg.append('%s[%r]\n' % (table_type, isubcase))
elif hasattr(subcase, 'data'):
#data = subcase.data
#shape = [int(i) for i in subcase.data.shape]
#headers = subcase.get_headers()
#headers_str = str(', '.join(headers))
#msg.append('%s[%s]; %s; %s; [%s]\n' % (
#table_type, isubcase, class_name, shape, headers_str))
msg.append('%s[%s]\n' % (table_type, isubcase))
elif table_type == 'params':
msgi = str(subcase)
elif hasattr(subcase, 'get_stats'):
msgi = '%s[%s] # unvectorized\n' % (table_type,
isubcase)
msg.append(msgi)
else:
msgi = 'skipping %r %s[%s]\n' % (class_name,
table_type, isubcase)
msg.append(msgi)
#raise RuntimeError(msgi)
else:
for table_type in table_types:
table = self.get_result(table_type)
if table_type in ['params']:
msg.extend(_write_params(self.params))
continue
elif table_type in ['gpdt', 'eqexin']:
obj = self.get_result(table_type)
if obj is None:
continue
stats = obj.get_stats(short=False)
msg.extend(stats)
continue
try:
for isubcase, subcase in sorted(table.items(),
key=compare):
class_name = subcase.__class__.__name__
if hasattr(subcase, 'get_stats'):
try:
stats = subcase.get_stats() # short=short
except:
msgi = 'errored reading %s %s[%s]\n\n' % (
class_name, table_type, isubcase)
msg.append(msgi)
raise
else:
msg.append('%s[%s]\n' % (table_type, isubcase))
msg.extend(stats)
msg.append('\n')
else:
msgi = 'skipping %s %s[%s]\n\n' % (
class_name, table_type, isubcase)
msg.append(msgi)
raise RuntimeError(msgi)
except:
self.log.warning('type(table)=%s' % type(table))
self.log.warning(table)
raise
for unused_name, matrix in sorted(self.matrices.items()):
#msg.append('matrices[%s].shape = %s\n' % (name, matrix.data.shape))
msg.append(str(matrix) + '\n')
for unused_name, matrix_dict in sorted(self.matdicts.items()):
#msg.append('matrices[%s].shape = %s\n' % (name, matrix.data.shape))
msg.append(str(matrix_dict) + '\n')
try:
return ''.join(msg)
except TypeError:
for msgi in msg:
print('TypeError...%r' % msgi.rstrip())
assert isinstance(msgi, string_types), msgi
except UnicodeDecodeError:
for msgi in msg:
print('UnicodeDecodeError...%r' % msgi.rstrip())
assert isinstance(msgi, string_types), msgi
raise
def _read_ogpwg_4(self, data: bytes, ndata: int):
"""
Grid Point Weight Generator
"""
if self.read_mode == 1:
return ndata
#print(' num_wide = %r' % self.num_wide)
size = self.size
fmt_mo = mapfmt(b'36f', size)
fmt_s = mapfmt(b'9f', size)
fmt_mxyz = mapfmt(b'12f', size)
fmt_iq = mapfmt(b'3f', size)
MO = array(unpack(fmt_mo, data[:36 * size]))
MO = MO.reshape(6, 6)
S = array(unpack(fmt_s, data[36 * size:(36 + 9) * size]))
S = S.reshape(3, 3)
mxyz = array(
unpack(fmt_mxyz, data[(36 + 9) * size:(36 + 9 + 12) * size]))
mxyz = mxyz.reshape(3, 4)
mass = mxyz[:, 0]
cg = mxyz[:, 1:]
IS = array(
unpack(fmt_s, data[(36 + 9 + 12) * size:(36 + 9 + 12 + 9) * size]))
IS = IS.reshape(3, 3)
IQ = array(
unpack(fmt_iq, data[(36 + 9 + 12 + 9) *
size:(36 + 9 + 12 + 9 + 3) * size]))
Q = array(
unpack(
fmt_s, data[(36 + 9 + 12 + 9 + 3) *
size:(36 + 9 + 12 + 9 + 3 + 9) * size]))
Q = Q.reshape(3, 3)
#print(self.object_attributes())
#print(self._count)
#print(self.title)
#print(self.subtitle)
#print(self.label)
#print(self.pval_step)
#print(self.superelement_adaptivity_index)
weight = GridPointWeight(
self.reference_point,
MO,
S,
mass,
cg,
IS,
IQ,
Q,
approach_code=self.approach_code,
table_code=self.table_code,
title=self.title,
subtitle=self.subtitle,
label=self.label,
superelement_adaptivity_index=self.superelement_adaptivity_index,
)
str(weight)
self.grid_point_weight[self.superelement_adaptivity_index] = weight
#del self.reference_point
return ndata
