Source code for pyNastran.op2.tables.oes_stressStrain.real.oes_composite_plates

from typing import TextIO
import numpy as np
from numpy import zeros, searchsorted, unique, ravel

from pyNastran.utils.numpy_utils import integer_types
from pyNastran.op2.result_objects.op2_objects import get_times_dtype
from pyNastran.op2.tables.oes_stressStrain.real.oes_objects import (
    StressObject, StrainObject, OES_Object, oes_real_data_code, get_scode,
    set_static_case, set_modal_case, set_transient_case, set_post_buckling_case,
)
from pyNastran.f06.f06_formatting import write_floats_12e, write_floats_12e_long, _eigenvalue_header
from pyNastran.op2.op2_interface.write_utils import set_table3_field, view_dtype, view_idtype_as_fdtype


[docs] class RealCompositePlateArray(OES_Object): def __init__(self, data_code, is_sort1, isubcase, dt): OES_Object.__init__(self, data_code, isubcase, apply_data_code=False) #self.code = [self.format_code, self.sort_code, self.s_code] #self.ntimes = 0 # or frequency/mode #self.ntotal = 0 self.ielement = 0 self.nelements = 0 # result specific self.nnodes = None self.element_layer = None #if is_sort1: #if dt is not None: #pass #else: #raise NotImplementedError('SORT2') @property def is_real(self) -> bool: return True @property def is_complex(self) -> bool: return False @property def nnodes_per_element(self) -> int: return 1 def _reset_indices(self) -> None: self.itotal = 0 self.ielement = 0 def _get_msgs(self): raise NotImplementedError('%s needs to implement _get_msgs' % self.__class__.__name__)
[docs] def get_headers(self): raise NotImplementedError('%s needs to implement get_headers' % self.__class__.__name__)
[docs] def build(self): """sizes the vectorized attributes of the RealCompositePlateArray""" assert self.ntimes > 0, 'ntimes=%s' % self.ntimes assert self.nelements > 0, 'nelements=%s' % self.nelements assert self.ntotal > 0, 'ntotal=%s' % self.ntotal if self.element_type == 95: # CQUAD4 nnodes_per_element = 1 elif self.element_type == 96: # CQUAD8 nnodes_per_element = 1 elif self.element_type == 97: # CTRIA3 nnodes_per_element = 1 elif self.element_type == 98: # CTRIA6 nnodes_per_element = 1 elif self.element_type == 232: # CQUADR nnodes_per_element = 1 elif self.element_type == 233: # CTRIAR nnodes_per_element = 1 else: # pragma: no cover msg = 'element_name=%s element_type=%s' %(self.element_name, self.element_type) raise NotImplementedError(msg) self.nnodes = nnodes_per_element self.itime = 0 self.ielement = 0 self.itotal = 0 dtype, idtype, fdtype = get_times_dtype(self.nonlinear_factor, self.size, self.analysis_fmt) if self.is_sort1: ntimes = self.ntimes ntotal = self.ntotal else: ntimes = self.ntotal ntotal = self.ntimes _times = zeros(ntimes, dtype=self.analysis_fmt) element_layer = zeros((ntotal, 2), dtype=idtype) #[o11, o22, t12, t1z, t2z, angle, major, minor, ovm] data = zeros((ntimes, ntotal, 9), dtype=fdtype) if self.load_as_h5: #for key, value in sorted(self.data_code.items()): #print(key, value) group = self._get_result_group() self._times = group.create_dataset('_times', data=_times) self.element_layer = group.create_dataset('element_layer', data=element_layer) self.data = group.create_dataset('data', data=data) else: self._times = _times self.element_layer = element_layer self.data = data
[docs] def build_dataframe(self): """ major-axis - the axis mode 1 2 3 freq 1.0 2.0 3.0 T1 T2 T3 R1 R2 R3 major_axis / top = [ [1, 2, 3], [1.0, 2.0, 3.0] ] minor_axis / headers = [T1, T2, T3, R1, R2, R3] name = mode """ import pandas as pd headers = self.get_headers() if self.nonlinear_factor not in (None, np.nan): #Mode 1 2 3 #Freq 1.482246e-10 3.353940e-09 1.482246e-10 #Eigenvalue -8.673617e-19 4.440892e-16 8.673617e-19 #Radians 9.313226e-10 2.107342e-08 9.313226e-10 #ElementID Layer Item #16 1 o11 -1.052490e-13 3.106268e-08 1.121784e-13 # o22 4.804592e-13 1.855033e-07 -9.785236e-13 # t12 4.436908e-14 4.873383e-09 4.387037e-15 # t1z 8.207617e-14 2.501582e-08 -1.056211e-13 # t2z -5.918040e-14 -1.112469e-08 1.255247e-13 # angle 8.569244e+01 8.819442e+01 2.304509e-01 # major 4.838012e-13 1.856569e-07 1.121961e-13 # minor -1.085910e-13 3.090905e-08 -9.785411e-13 # max_shear 2.961961e-13 7.737391e-08 5.453687e-13 # 2 o11 -6.490381e-14 2.856533e-08 4.105937e-14 # columns #[(1, 1.4822459136312394e-10, -8.673617379884035e-19, 9.313225746154785e-10) #(2, 3.353939638127037e-09, 4.440892098500626e-16, 2.1073424255447017e-08) #(3, 1.4822459136312394e-10, 8.673617379884035e-19, 9.313225746154785e-10)] column_names, column_values = self._build_dataframe_transient_header() data_frame = self._build_pandas_transient_element_node( column_values, column_names, headers, self.element_layer, self.data) else: element_layer = [self.element_layer[:, 0], self.element_layer[:, 1]] # Static o11 o22 t12 t1z ... angle major minor max_shear # ElementID Layer ... # 16 1 -2193.9639 1773.909 -2325.400 5.477e+02 ... -65.32178 284.30176 -326.28027 56.329102 # 2 -1843.9912 1465.191 -2445.139 1.277e+03 ... -62.41302 276.41992 -314.80713 52.761230 # 3 -1260.6953 952.560 -2646.621 1.451e+03 ... -56.48576 271.34375 -302.74707 68.154541 # 4 -444.0792 235.137 -2926.092 -0.000e+00 ... -48.08685 284.21777 -305.24219 46.322998 # 17 1 -1546.0195 4338.887 -2750.557 3.610e+02 ... -68.65797 542.58496 -263.74561 28.316406 # 2 -1597.4194 4303.379 -2707.898 9.309e+02 ... -68.34154 535.37598 -265.98535 04.518066 # 3 -1683.7607 4245.215 -2634.891 1.393e+03 ... -69.88499 524.96875 -268.98779 65.647705 # 4 -1802.0312 4163.371 -2531.777 1.295e+03 ... -69.39493 509.74609 -273.14307 12.944336 # 5 -1956.2432 4058.359 -2400.559 2.975e-13 ... -70.02080 489.06738 -279.80811 48.243652 # #element_layer = self.element_layer #??? index = pd.MultiIndex.from_arrays(element_layer, names=['ElementID', 'Layer']) data_frame = pd.DataFrame(self.data[0], columns=headers, index=index) data_frame.columns.names = ['Static'] self.data_frame = data_frame
@classmethod def _add_case(cls, table_name, element_name, isubcase, is_sort1, is_random, is_msc, random_code, title, subtitle, label): is_strain = 'Strain' in cls.__name__ assert isinstance(is_strain, bool), is_strain assert isinstance(element_name, str), element_name num_wide = 11 # 95 - CQUAD4 # 96 - CQUAD8 # 97 - CTRIA3 # 98 - CTRIA6 (composite) # 232 - QUADRLC (CQUADR-composite) # 233 - TRIARLC (CTRIAR-composite) ELEMENT_NAME_TO_ELEMENT_TYPE = { 'CQUAD4': 95, 'CQUAD8': 96, 'CTRIA3': 97, 'CTRIA6': 98, 'CQUADR': 232, 'CTRIAR': 233, } element_type = ELEMENT_NAME_TO_ELEMENT_TYPE[element_name] data_code = oes_real_data_code(table_name, element_name, num_wide, is_sort1=is_sort1, is_random=is_random, random_code=random_code, title=title, subtitle=subtitle, label=label, is_msc=is_msc) data_code['element_name'] = element_name data_code['element_type'] = element_type if is_strain: # fiber # 2 =0 # strain # 1,3=1 #stress_bits[2] == 0 stress_bits = [1, 1, 0, 1, 0] #data_code['s_code'] = 1 # strain? else: # fiber # 2 =0 # stress # 1, 3=0 stress_bits = [0, 0, 0, 0, 0] #data_code['s_code'] = 0 s_code = get_scode(stress_bits) data_code['stress_bits'] = stress_bits data_code['s_code'] = s_code assert stress_bits[1] == stress_bits[3] # strain return data_code
[docs] @classmethod def add_static_case(cls, table_name, element_layer, data, isubcase, element_name: str, is_sort1=True, is_random=False, is_msc=True, random_code=0, title='', subtitle='', label=''): data_code = cls._add_case( table_name, element_name, isubcase, is_sort1, is_random, is_msc, random_code, title, subtitle, label) obj = set_static_case(cls, is_sort1, isubcase, data_code, _set_class, (element_layer, data)) return obj
[docs] @classmethod def add_transient_case(cls, table_name, element_layer, data, isubcase, element_name: str, times, is_sort1=True, is_random=False, is_msc=True, random_code=0, title='', subtitle='', label=''): data_code = cls._add_case( table_name, element_name, isubcase, is_sort1, is_random, is_msc, random_code, title, subtitle, label) obj = set_transient_case(cls, is_sort1, isubcase, data_code, _set_class, (element_layer, data), times) return obj
[docs] @classmethod def add_modal_case(cls, table_name, element_layer, data, isubcase, element_name: str, modes, eigns, cycles, is_sort1=True, is_random=False, is_msc=True, random_code=0, title='', subtitle='', label=''): data_code = cls._add_case( table_name, element_name, isubcase, is_sort1, is_random, is_msc, random_code, title, subtitle, label) obj = set_modal_case(cls, is_sort1, isubcase, data_code, _set_class, (element_layer, data), modes, eigns, cycles) return obj
[docs] @classmethod def add_post_buckling_case(cls, table_name, element_layer, data, isubcase, element_name: str, modes, eigrs, eigis, is_sort1=True, is_random=False, is_msc=True, random_code=0, title='', subtitle='', label=''): data_code = cls._add_case( table_name, element_name, isubcase, is_sort1, is_random, is_msc, random_code, title, subtitle, label) obj = set_post_buckling_case(cls, is_sort1, isubcase, data_code, _set_class, (element_layer, data), modes, eigrs, eigis) return obj
def __eq__(self, table): # pragma: no cover assert self.is_sort1 == table.is_sort1 self._eq_header(table) if not np.array_equal(self.element_layer, table.element_layer): assert self.element_layer.shape == table.element_layer.shape, 'element_layer shape=%s table.shape=%s' % ( self.element_layer.shape, table.element_layer.shape) msg = 'table_name=%r class_name=%s\n' % (self.table_name, self.__class__.__name__) msg += '%s\n' % str(self.code_information()) msg += '(Eid, Layer)\n' for (eid, layer1), (eid2, layer2) in zip(self.element_layer, table.element_layer): msg += '(%s, %s) (%s, %s)\n' % (eid, layer1, eid2, layer2) print(msg) raise ValueError(msg) if not np.array_equal(self.data, table.data): msg = 'table_name=%r class_name=%s\n' % (self.table_name, self.__class__.__name__) msg += '%s\n' % str(self.code_information()) i = 0 for itime in range(self.ntimes): for ie, e in enumerate(self.element_layer): (eid, layer) = e t1 = self.data[itime, ie, :] t2 = table.data[itime, ie, :] (o11, o22, t12, t1z, t2z, angle, major, minor, ovm) = t1 (o112, o222, t122, t1z2, t2z2, angle2, major2, minor2, ovm2) = t2 # vm stress can be NaN for some reason... if not np.array_equal(t1[:-1], t2[:-1]): msg += ( '(%s, %s) (%s, %s, %s, %s, %s, %s, %s, %s, %s)' ' (%s, %s, %s, %s, %s, %s, %s, %s, %s)\n' % ( eid, layer, o11, o22, t12, t1z, t2z, angle, major, minor, ovm, o112, o222, t122, t1z2, t2z2, angle2, major2, minor2, ovm2)) i += 1 if i > 10: print(msg) raise ValueError(msg) #print(msg) if i > 0: raise ValueError(msg) return True
[docs] def add_eid_sort1(self, etype, dt, eid, layer, o11, o22, t12, t1z, t2z, angle, major, minor, ovm): assert self.sort_method == 1, self self._times[self.itime] = dt self.element_layer[self.itotal, :] = [eid, layer] self.data[self.itime, self.itotal, :] = [o11, o22, t12, t1z, t2z, angle, major, minor, ovm] self.itotal += 1 self.ielement += 1
def add_sort1(self, dt, eid, layer, o11, o22, t12, t1z, t2z, angle, major, minor, ovm): """unvectorized method for adding SORT1 transient data""" assert self.sort_method == 1, self assert eid is not None assert isinstance(eid, integer_types) and eid > 0, 'dt=%s eid=%s' % (dt, eid) self.element_layer[self.itotal, :] = [eid, layer] self.data[self.itime, self.itotal, :] = [o11, o22, t12, t1z, t2z, angle, major, minor, ovm] self.itotal += 1
[docs] def add_eid_sort2(self, etype, dt, eid, layer, o11, o22, t12, t1z, t2z, angle, major, minor, ovm): assert self.is_sort2, self itime = self.itotal itotal = self.itime self._times[itime] = dt self.element_layer[itotal, :] = [eid, layer] self.data[itime, itotal, :] = [o11, o22, t12, t1z, t2z, angle, major, minor, ovm] self.itotal += 1 self.ielement += 1
def add_sort2(self, dt, eid, layer, o11, o22, t12, t1z, t2z, angle, major, minor, ovm): """unvectorized method for adding SORT2 transient data""" assert self.is_sort2, self assert eid is not None assert isinstance(eid, integer_types) and eid > 0, 'dt=%s eid=%s' % (dt, eid) itime = self.itotal itotal = self.itime self._times[itime] = dt #self.element_layer[itotal, :] = [eid, layer] self.data[self.itime, itotal, :] = [o11, o22, t12, t1z, t2z, angle, major, minor, ovm] self.itotal += 1
[docs] def get_stats(self, short: bool=False) -> list[str]: class_name = self.__class__.__name__ if not self.is_built: msg = [ f'<{class_name}>\n', f' ntimes: {self.ntimes:d}\n', f' ntotal: {self.ntotal:d}\n', ] return msg nelements = self.nelements ntimes = self.ntimes #nnodes = self.nnodes ntotal = self.ntotal nelements = len(unique(self.element_layer[:, 0])) msg = [] if self.nonlinear_factor not in (None, np.nan): # transient msg.append(f' type={class_name} ntimes={ntimes:d} nelements={nelements:d} ntotal={ntotal}; table_name={self.table_name_str}\n') ntimes_word = 'ntimes' else: msg.append(f' type={class_name} nelements={nelements:d} ntotal={ntotal:d}\n') ntimes_word = '1' headers = self.get_headers() n = len(headers) msg.append(' data: [%s, ntotal, %i] where %i=[%s]\n' % (ntimes_word, n, n, str(', '.join(headers)))) msg.append(f' element_layer.shape = {self.element_layer.shape}\n') msg.append(f' data.shape = {self.data.shape}\n') msg.append(f' element type: {self.element_name}-{self.element_type}\n') msg += self.get_data_code() return msg
[docs] def get_f06_header(self, is_mag_phase=True): ctria3_msg, ctria6_msg, cquad4_msg, cquad8_msg = self._get_msgs() if self.element_type == 95: # CQUAD4 msg = cquad4_msg nnodes = 4 elif self.element_type == 96: # CQUAD8 msg = cquad8_msg nnodes = 8 elif self.element_type == 97: # CTRIA3 msg = ctria3_msg nnodes = 3 elif self.element_type == 98: # CTRIA6 msg = ctria6_msg nnodes = 6 else: raise NotImplementedError(self.element_name) return self.element_name, nnodes, msg
[docs] def get_element_index(self, eids): # elements are always sorted; nodes are not itot = searchsorted(eids, self.element_layer[:, 0]) #[0] return itot
[docs] def eid_to_element_node_index(self, eids): ind = ravel([searchsorted(self.element_layer[:, 0] == eid) for eid in eids]) #ind = searchsorted(eids, self.element) #ind = ind.reshape(ind.size) #ind.sort() return ind
[docs] def write_csv(self, csv_file: TextIO, is_exponent_format: bool=False, is_mag_phase: bool=False, is_sort1: bool=True, write_header: bool=True): """ Stress Table - PCOMP --------------------- Flag, SubcaseID, iTime, EID, Layer, FD, Sxx, Syy, Szz, Sxy, Syz, Szx 10, 1, 1, 301, 1, -0.1250, 1208.084, 290.0204, 0, 1594.263, 0, 0 10, 1, 1, 301, 2, -0.0625, 291.0046, 991.1379, 0, 916.3578, 0, 0 10, 1, 1, 301, 3, 0, 809.2431, 413.8515, 0, 966.4908, 0, 0 10, 1, 1, 301, 4, 0.0625, 443.0045, 1707.213, 0, 1897.417, 0, 0 10, 1, 1, 301, 5, 0.125, 370.4785, 1253.329, 0, 1221.529, 0, 0 """ name = str(self.__class__.__name__) if write_header: csv_file.write('# %s\n' % name) headers = ['Flag', 'SubcaseID', 'iTime', 'Eid', 'Layer', 'FD', 'Sxx', 'Syy', 'Szz', 'Sxy', 'Syz', 'Sxz'] csv_file.write('# ' + ','.join(headers) + '\n') # stress vs. strain flag = 10 if 'Stress' in name else 11 isubcase = self.isubcase #times = self._times # write the f06 ntimes = self.data.shape[0] eids = self.element_layer[:, 0] layers = self.element_layer[:, 1] zero = ' 0.000000E+00' for itime in range(ntimes): #dt = self._times[itime] #header = _eigenvalue_header(self, header, itime, ntimes, dt) #print("self.data.shape=%s itime=%s ieids=%s" % (str(self.data.shape), itime, str(ieids))) #[o11, o22, t12, t1z, t2z, angle, major, minor, ovm] o11 = self.data[itime, :, 0] o22 = self.data[itime, :, 1] t12 = self.data[itime, :, 2] t1z = self.data[itime, :, 3] t2z = self.data[itime, :, 4] #angle = self.data[itime, :, 5] #major = self.data[itime, :, 6] #minor = self.data[itime, :, 7] #ovm = self.data[itime, :, 8] #fd = 0. fd = np.nan for eid, layer, o11i, o22i, t12i, t1zi, t2zi in zip( eids, layers, o11, o22, t12, t1z, t2z): if is_exponent_format: [o11i, o22i, t12i, t1zi, t2zi] = write_floats_12e_long([ o11i, o22i, t12i, t1zi, t2zi]) csv_file.write(f'{flag}, {isubcase}, {itime}, {eid}, {layer}, {fd}, ' f'{o11i}, {o22i}, {zero}, ' f'{t12i}, {t1zi}, {t2zi}\n') return
[docs] def write_f06(self, f06_file: TextIO, header=None, page_stamp='PAGE %s', page_num: int=1, is_mag_phase: bool=False, is_sort1: bool=True): if header is None: header = [] #msg, nnodes, is_bilinear = self._get_msgs() if self.is_von_mises: von = 'VON' mises = 'MISES' else: von = 'MAX' mises = 'SHEAR' if self.is_strain: words = [' ELEMENT PLY STRAINS IN FIBER AND MATRIX DIRECTIONS INTER-LAMINAR STRAINS PRINCIPAL STRAINS (ZERO SHEAR) %s\n' % von, ' ID ID NORMAL-1 NORMAL-2 SHEAR-12 SHEAR XZ-MAT SHEAR YZ-MAT ANGLE MAJOR MINOR %s\n' % mises] else: words = [' ELEMENT PLY STRESSES IN FIBER AND MATRIX DIRECTIONS INTER-LAMINAR STRESSES PRINCIPAL STRESSES (ZERO SHEAR) %s\n' % von, ' ID ID NORMAL-1 NORMAL-2 SHEAR-12 SHEAR XZ-MAT SHEAR YZ-MAT ANGLE MAJOR MINOR %s\n' % mises] if self.element_type == 95: # CQUAD4 if self.is_strain: msg = [' S T R A I N S I N L A Y E R E D C O M P O S I T E E L E M E N T S ( Q U A D 4 )\n'] + words else: msg = [' S T R E S S E S I N L A Y E R E D C O M P O S I T E E L E M E N T S ( Q U A D 4 )\n'] + words #elif self.element_type == 96: # CQUAD8 #nnodes_per_element = 1 elif self.element_type == 97: # CTRIA3 if self.is_strain: msg = [' S T R A I N S I N L A Y E R E D C O M P O S I T E E L E M E N T S ( T R I A 3 )\n'] + words else: msg = [' S T R E S S E S I N L A Y E R E D C O M P O S I T E E L E M E N T S ( T R I A 3 )\n'] + words elif self.element_type == 96: # QUAD8 # good if self.is_strain: msg = [' S T R A I N S I N L A Y E R E D C O M P O S I T E E L E M E N T S ( Q U A D 8 )\n'] + words else: msg = [' S T R E S S E S I N L A Y E R E D C O M P O S I T E E L E M E N T S ( Q U A D 8 )\n'] + words elif self.element_type == 98: # CTRIA6 # good if self.is_strain: msg = [' S T R A I N S I N L A Y E R E D C O M P O S I T E E L E M E N T S ( T R I A 6 )\n'] + words else: msg = [' S T R E S S E S I N L A Y E R E D C O M P O S I T E E L E M E N T S ( T R I A 6 )\n'] + words elif self.element_type == 233: # CTRIAR linear # good if self.is_strain: msg = [' S T R A I N S I N L A Y E R E D C O M P O S I T E E L E M E N T S ( T R I A R )\n'] + words else: msg = [' S T R E S S E S I N L A Y E R E D C O M P O S I T E E L E M E N T S ( T R I A R )\n'] + words elif self.element_type == 232: # CQUADR linear if self.is_strain: msg = [' S T R A I N S I N L A Y E R E D C O M P O S I T E E L E M E N T S ( Q U A D R )\n'] + words else: msg = [' S T R E S S E S I N L A Y E R E D C O M P O S I T E E L E M E N T S ( Q U A D R )\n'] + words else: # pragma: no cover msg = 'element_name=%s element_type=%s' % (self.element_name, self.element_type) raise NotImplementedError(msg) # write the f06 ntimes = self.data.shape[0] eids = self.element_layer[:, 0] layers = self.element_layer[:, 1] for itime in range(ntimes): dt = self._times[itime] header = _eigenvalue_header(self, header, itime, ntimes, dt) f06_file.write(''.join(header + msg)) #print("self.data.shape=%s itime=%s ieids=%s" % (str(self.data.shape), itime, str(ieids))) #[o11, o22, t12, t1z, t2z, angle, major, minor, ovm] o11 = self.data[itime, :, 0] o22 = self.data[itime, :, 1] t12 = self.data[itime, :, 2] t1z = self.data[itime, :, 3] t2z = self.data[itime, :, 4] angle = self.data[itime, :, 5] major = self.data[itime, :, 6] minor = self.data[itime, :, 7] ovm = self.data[itime, :, 8] for eid, layer, o11i, o22i, t12i, t1zi, t2zi, anglei, majori, minori, ovmi in zip( eids, layers, o11, o22, t12, t1z, t2z, angle, major, minor, ovm): [o11i, o22i, t12i, t1zi, t2zi, majori, minori, ovmi] = write_floats_12e([ o11i, o22i, t12i, t1zi, t2zi, majori, minori, ovmi]) f06_file.write('0 %8s %4s %12s %12s %12s %12s %12s %6.2F %12s %12s %s\n' % (eid, layer, o11i, o22i, t12i, t1zi, t2zi, anglei, majori, minori, ovmi)) f06_file.write(page_stamp % page_num) page_num += 1 return page_num - 1
[docs] def write_op2(self, op2_file, op2_ascii, itable, new_result, date, is_mag_phase=False, endian='>'): """writes an OP2""" import inspect from struct import pack frame = inspect.currentframe() call_frame = inspect.getouterframes(frame, 2) op2_ascii.write(f'{self.__class__.__name__}.write_op2: {call_frame[1][3]}\n') if itable == -1: self._write_table_header(op2_file, op2_ascii, date) itable = -3 #print("nnodes_all =", nnodes_all) #msg.append(f' element_node.shape = {self.element_node.shape}\n') #msg.append(f' data.shape={self.data.shape}\n') eids = self.element_layer[:, 0] layers = self.element_layer[:, 1] eids_device = eids * 10 + self.device_code nelements = len(np.unique(eids)) #print('nelements =', nelements) # 21 = 1 node, 3 principal, 6 components, 9 vectors, 2 p/ovm #ntotal = ((nnodes * 21) + 1) + (nelements * 4) ntotali = self.num_wide nlayers = self.data.shape[1] ntotal = ntotali * nlayers #print('shape = %s' % str(self.data.shape)) #assert self.ntimes == 1, self.ntimes #device_code = self.device_code op2_ascii.write(f' ntimes = {self.ntimes}\n') #fmt = '%2i %6f' #print('ntotal=%s' % (ntotal)) #assert ntotal == 193, ntotal #[fiber_dist, oxx, oyy, txy, angle, majorP, minorP, ovm] op2_ascii.write(' #elementi = [eid_device, fd1, sx1, sy1, txy1, angle1, major1, minor1, vm1,\n') op2_ascii.write(' # fd2, sx2, sy2, txy2, angle2, major2, minor2, vm2,]\n') if not self.is_sort1: raise NotImplementedError('SORT2') fdtype = self.data.dtype if self.size == fdtype.itemsize: pass else: print(f'downcasting {self.class_name}...') #idtype = np.int32(1) fdtype = np.float32(1.0) data_out = np.empty((nlayers, 11), dtype=fdtype) data_out[:, 0] = view_idtype_as_fdtype(eids_device, fdtype) data_out[:, 1] = view_idtype_as_fdtype(layers, fdtype) op2_ascii.write(f'nelements={nelements:d}\n') ntimes = self.data.shape[0] for itime in range(ntimes): self._write_table_3(op2_file, op2_ascii, new_result, itable, itime) # record 4 #print('stress itable = %s' % itable) itable -= 1 header = [4, itable, 4, 4, 1, 4, 4, 0, 4, 4, ntotal, 4, 4 * ntotal] op2_file.write(pack('%ii' % len(header), *header)) op2_ascii.write('r4 [4, 0, 4]\n') op2_ascii.write(f'r4 [4, {itable:d}, 4]\n') op2_ascii.write(f'r4 [4, {4 * ntotal:d}, 4]\n') #dt = self._times[itime] #header = _eigenvalue_header(self, header, itime, ntimes, dt) #f06_file.write(''.join(header + msg)) # [eid_device, layer, o11, o22, t12, t1z, t2z, angle, major, minor, ovm] # [ o11, o22, t12, t1z, t2z, angle, major, minor, ovm] data_out[:, 2:] = self.data[itime, :, :] assert data_out.size == ntotal, f'data_out.shape={data_out.shape} size={data_out.size}; ntotal={ntotal}' op2_file.write(data_out) itable -= 1 header = [4 * ntotal,] op2_file.write(pack('i', *header)) op2_ascii.write('footer = %s\n' % header) new_result = False return itable
[docs] class RealCompositePlateStressArray(RealCompositePlateArray, StressObject): def __init__(self, data_code, is_sort1, isubcase, dt): RealCompositePlateArray.__init__(self, data_code, is_sort1, isubcase, dt) StressObject.__init__(self, data_code, isubcase) @property def is_stress(self): return True @property def is_strain(self): return False
[docs] def get_headers(self) -> list[str]: if self.is_von_mises: ovm = 'von_mises' else: ovm = 'max_shear' headers = ['o11', 'o22', 't12', 't1z', 't2z', 'angle', 'major', 'minor', ovm] return headers
[docs] class RealCompositePlateStrainArray(RealCompositePlateArray, StrainObject): def __init__(self, data_code, is_sort1, isubcase, dt): RealCompositePlateArray.__init__(self, data_code, is_sort1, isubcase, dt) StrainObject.__init__(self, data_code, isubcase) @property def is_stress(self) -> bool: return False @property def is_strain(self) -> bool: return True
[docs] def get_headers(self) -> list[str]: if self.is_von_mises: ovm = 'von_mises' else: ovm = 'max_shear' headers = ['e11', 'e22', 'e12', 'e1z', 'e2z', 'angle', 'major', 'minor', ovm] return headers
def _set_class(cls, data_code, is_sort1, isubcase, element_layer, data, times): dt = times[0] assert element_layer.ndim == 2, element_layer.shape assert data.ndim == 3, data.shape ntimes = data.shape[0] nnodes = data.shape[1] obj = cls(data_code, is_sort1, isubcase, dt) obj.element_layer = element_layer obj.data = data obj.ntimes = ntimes obj.ntotal = nnodes obj._times = times return obj