Source code for pyNastran.op2.tables.oes_stressStrain.complex.oes_plates

from __future__ import (nested_scopes, generators, division, absolute_import,
                        print_function, unicode_literals)

import numpy as np
from numpy import zeros

from pyNastran.utils.numpy_utils import integer_types
from pyNastran.op2.tables.oes_stressStrain.real.oes_objects import StressObject, StrainObject, OES_Object
from pyNastran.f06.f06_formatting import write_imag_floats_13e, write_float_13e

[docs]class ComplexTriaxStressArray(OES_Object): def __init__(self, data_code, is_sort1, isubcase, dt): OES_Object.__init__(self, data_code, isubcase, apply_data_code=False) ## why??? self.element_node = None #self.code = [self.format_code, self.sort_code, self.s_code] #self.ntimes = 0 # or frequency/mode #self.ntotal = 0 #self.itime = 0 self.nelements = 0 # result specific if is_sort1: pass else: raise NotImplementedError('SORT2') @property def is_real(self): return False @property def is_complex(self): return True
[docs] def build(self): """sizes the vectorized attributes of the ComplexPlateArray""" if not hasattr(self, 'subtitle'): self.subtitle = self.data_code['subtitle'] nnodes = self.get_nnodes() #self.names = [] #self.nelements //= nnodes self.nelements //= self.ntimes #print('element_type=%r ntimes=%s nelements=%s nnodes=%s ntotal=%s subtitle=%s' % ( #self.element_type, self.ntimes, self.nelements, nnodes, self.ntotal, self.subtitle)) self.ntotal = self.nelements * nnodes * 2 #self.ntotal self.itime = 0 self.ielement = 0 self.itotal = 0 self.is_built = True #print('ntotal=%s ntimes=%s nelements=%s' % (self.ntotal, self.ntimes, self.nelements)) #print("ntimes=%s nelements=%s ntotal=%s" % (self.ntimes, self.nelements, self.ntotal)) self._times = zeros(self.ntimes, 'float32') #self.ntotal = self.nelements * nnodes # TODO: could be more efficient by using nelements for cid self.element_node = zeros((self.ntotal, 2), 'int32') #self.element_cid = zeros((self.nelements, 2), 'int32') # the number is messed up because of the offset for the element's properties if not self.nelements * nnodes * 2 == self.ntotal: msg = 'ntimes=%s nelements=%s nnodes=%s ne*nn=%s ntotal=%s' % (self.ntimes, self.nelements, nnodes, self.nelements * nnodes, self.ntotal) raise RuntimeError(msg) self.fiber_curvature = zeros(self.ntotal, 'float32') # [oxx, oyy, txy] self.data = zeros((self.ntimes, self.ntotal, 3), 'complex64')
[docs] def get_stats(self, short=False): if not self.is_built: return [ '<%s>\n' % self.__class__.__name__, ' ntimes: %i\n' % self.ntimes, ' ntotal: %i\n' % self.ntotal, ] nelements = self.nelements ntimes = self.ntimes nnodes = self.element_node.shape[0] #ntotal = self.ntotal msg = [] if self.nonlinear_factor not in (None, np.nan): # transient msg.append(' type=%s ntimes=%i nelements=%i nnodes=%i; table_name=%r\n' % ( self.__class__.__name__, ntimes, nelements, nnodes, self.table_name)) else: msg.append(' type=%s nelements=%i nnodes=%i; table_name=%r\n' % ( self.__class__.__name__, nelements, nnodes, self.table_name)) msg.append(' eType, cid\n') msg.append(' data: [ntimes, nnodes, 6] where 6=[%s]\n' % str(', '.join(self._get_headers()))) msg.append(' element_node.shape = %s\n' % str(self.element_node.shape).replace('L', '')) msg.append(' data.shape = %s\n' % str(self.data.shape).replace('L', '')) msg.append(' %s\n' % self.element_name) msg += self.get_data_code() return msg
[docs] def add_new_eid_sort1(self, dt, eid, node_id, fdr, oxx, oyy, txy): self.add_eid_sort1(dt, eid, node_id, fdr, oxx, oyy, txy)
def add_sort1(self, dt, eid, loc, rs, azs, As, ss): """unvectorized method for adding SORT1 transient data""" self.add_eid_sort1(dt, eid, loc, rs, azs, As, ss)
[docs] def add_new_node_sort1(self, dt, eid, gridc, fdr, oxx, oyy, txy): self.add_eid_sort1(dt, eid, gridc, fdr, oxx, oyy, txy)
[docs] def add_eid_sort1(self, dt, eid, loc, rs, azs, As, ss): assert isinstance(eid, integer_types) and eid > 0, 'dt=%s eid=%s' % (dt, eid) self._times[self.itime] = dt #print(self.element_types2, element_type, self.element_types2.dtype) #print('itotal=%s dt=%s eid=%s nid=%-5s oxx=%s' % (self.itotal, dt, eid, node_id, oxx)) # dt, eid, loc, rs, azs, As, ss assert isinstance(eid, int), eid #self.data[self.itime, self.itotal] = [oxx, oyy, txy] #self.element_node[self.itotal, :] = [eid, node_id] # 0 is center #self.fiber_curvature[self.itotal] = fdr #self.ielement += 1 self.itotal += 1
[docs]class ComplexPlateArray(OES_Object): r""" ELEMENT FIBER - STRESSES IN ELEMENT COORDINATE SYSTEM - ID. DISTANCE NORMAL-X NORMAL-Y SHEAR-XY VON MISES 0 101 -5.000000E-01 -8.152692E-01 / 0.0 -1.321875E+00 / 0.0 -3.158517E+00 / 0.0 5.591334E+00 5.000000E-01 1.728573E+00 / 0.0 -7.103837E+00 / 0.0 2.856040E+00 / 0.0 9.497519E+00 floats = (1011, -0.5, -0.8152692, 0.0, -1.321874, 0.0, -3.158516, 0.0, 5.591334, 0.5, 1.7285730, 0.0, -7.103837, 0.0, 2.856039, 0.0, 9.497518) """ def __init__(self, data_code, is_sort1, isubcase, dt): OES_Object.__init__(self, data_code, isubcase, apply_data_code=False) ## why??? self.element_node = None #self.code = [self.format_code, self.sort_code, self.s_code] #self.ntimes = 0 # or frequency/mode #self.ntotal = 0 #self.itime = 0 self.nelements = 0 # result specific if is_sort1: pass else: raise NotImplementedError('SORT2') @property def is_real(self): return False @property def is_complex(self): return True def _reset_indices(self): self.itotal = 0 self.ielement = 0
[docs] def get_nnodes(self): return get_nnodes(self)
[docs] def build(self): """sizes the vectorized attributes of the ComplexPlateArray""" if not hasattr(self, 'subtitle'): self.subtitle = self.data_code['subtitle'] nnodes = self.get_nnodes() #self.names = [] #self.nelements //= nnodes self.nelements //= self.ntimes #print('element_type=%r ntimes=%s nelements=%s nnodes=%s ntotal=%s subtitle=%s' % ( #self.element_type, self.ntimes, self.nelements, nnodes, self.ntotal, self.subtitle)) self.ntotal = self.nelements * nnodes * 2 #self.ntotal self.itime = 0 self.ielement = 0 self.itotal = 0 self.is_built = True #print('ntotal=%s ntimes=%s nelements=%s' % (self.ntotal, self.ntimes, self.nelements)) #print("ntimes=%s nelements=%s ntotal=%s" % (self.ntimes, self.nelements, self.ntotal)) self._times = zeros(self.ntimes, 'float32') #self.ntotal = self.nelements * nnodes # TODO: could be more efficient by using nelements for cid self.element_node = zeros((self.ntotal, 2), 'int32') #self.element_cid = zeros((self.nelements, 2), 'int32') # the number is messed up because of the offset for the element's properties if not self.nelements * nnodes * 2 == self.ntotal: msg = 'ntimes=%s nelements=%s nnodes=%s ne*nn=%s ntotal=%s' % (self.ntimes, self.nelements, nnodes, self.nelements * nnodes, self.ntotal) raise RuntimeError(msg) self.fiber_curvature = zeros(self.ntotal, 'float32') # [oxx, oyy, txy] self.data = zeros((self.ntimes, self.ntotal, 3), 'complex64')
[docs] def build_dataframe(self): """creates a pandas dataframe""" import pandas as pd headers = self.get_headers() column_names, column_values = self._build_dataframe_transient_header() self.data_frame = pd.Panel(self.data, items=column_values, major_axis=self.element_node, minor_axis=headers).to_frame() self.data_frame.columns.names = column_names self.data_frame.index.names = ['ElementID', 'Item']
def __eq__(self, table): assert self.is_sort1 == table.is_sort1 self._eq_header(table) if not np.array_equal(self.element_node, table.element_node): assert self.element_node.shape == table.element_node.shape, 'shape=%s element_node.shape=%s' % ( self.element_node.shape, table.element_node.shape) msg = 'table_name=%r class_name=%s\n' % (self.table_name, self.__class__.__name__) msg += '%s\nEid, Nid\n' % str(self.code_information()) for (eid1, nid1), (eid2, nid2) in zip(self.element_node, table.element_node): msg += '(%s, %s), (%s, %s)\n' % (eid1, nid1, eid2, nid2) 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()) ntimes = self.data.shape[0] i = 0 if self.is_sort1: for itime in range(ntimes): for ieid, (eid, nid) in enumerate(self.element_node): t1 = self.data[itime, ieid, :] t2 = table.data[itime, ieid, :] (oxx1, oyy1, txy1) = t1 (oxx2, oyy2, txy2) = t2 #d = t1 - t2 if not np.allclose( [oxx1.real, oxx1.imag, oyy1.real, oyy1.imag, txy1.real, txy1.imag, ], # atol=0.0001 [oxx2.real, oxx2.imag, oyy2.real, oyy2.imag, txy2.real, txy2.imag, ], atol=0.075): ni = len(str(eid)) + len(str(nid)) #if not np.array_equal(t1, t2): msg += ('(%s %s) (%s, %sj, %s, %sj, %s, %sj)\n' '%s (%s, %sj, %s, %sj, %s, %sj)\n' % ( eid, nid, oxx1.real, oxx1.imag, oyy1.real, oyy1.imag, txy1.real, txy1.imag, ' ' * ni, oxx2.real, oxx2.imag, oyy2.real, oyy2.imag, txy2.real, txy2.imag, )) msg += ('%s (%s, %sj, %s, %sj, %s, %sj)\n' % ( ' ' * ni, oxx1.real - oxx2.real, oxx1.imag - oxx2.imag, oyy1.real - oyy2.real, oyy1.imag - oyy2.imag, txy1.real - txy2.real, txy1.imag - txy2.imag, )) i += 1 if i > 10: print(msg) raise ValueError(msg) else: raise NotImplementedError(self.is_sort2) if i > 0: print(msg) raise ValueError(msg) return True
[docs] def add_new_eid_sort1(self, dt, eid, node_id, fdr, oxx, oyy, txy): self.add_eid_sort1(dt, eid, node_id, fdr, oxx, oyy, txy)
def add_sort1(self, dt, eid, gridC, fdr, oxx, oyy, txy): """unvectorized method for adding SORT1 transient data""" self.add_eid_sort1(dt, eid, gridC, fdr, oxx, oyy, txy)
[docs] def add_new_node_sort1(self, dt, eid, gridc, fdr, oxx, oyy, txy): self.add_eid_sort1(dt, eid, gridc, fdr, oxx, oyy, txy)
[docs] def add_eid_sort1(self, dt, eid, node_id, fdr, oxx, oyy, txy): assert isinstance(eid, integer_types) and eid > 0, 'dt=%s eid=%s' % (dt, eid) self._times[self.itime] = dt #print(self.element_types2, element_type, self.element_types2.dtype) #print('itotal=%s dt=%s eid=%s nid=%-5s oxx=%s' % (self.itotal, dt, eid, node_id, oxx)) assert isinstance(node_id, int), node_id self.data[self.itime, self.itotal] = [oxx, oyy, txy] self.element_node[self.itotal, :] = [eid, node_id] # 0 is center self.fiber_curvature[self.itotal] = fdr #self.ielement += 1 self.itotal += 1
[docs] def get_stats(self, short=False): if not self.is_built: return [ '<%s>\n' % self.__class__.__name__, ' ntimes: %i\n' % self.ntimes, ' ntotal: %i\n' % self.ntotal, ] nelements = self.nelements ntimes = self.ntimes nnodes = self.element_node.shape[0] #ntotal = self.ntotal msg = [] if self.nonlinear_factor not in (None, np.nan): # transient msg.append(' type=%s ntimes=%i nelements=%i nnodes=%i; table_name=%r\n' % ( self.__class__.__name__, ntimes, nelements, nnodes, self.table_name)) else: msg.append(' type=%s nelements=%i nnodes=%i; table_name=%r\n' % ( self.__class__.__name__, nelements, nnodes, self.table_name)) msg.append(' eType, cid\n') msg.append(' data: [ntimes, nnodes, 6] where 6=[%s]\n' % str(', '.join(self._get_headers()))) msg.append(' element_node.shape = %s\n' % str(self.element_node.shape).replace('L', '')) msg.append(' data.shape = %s\n' % str(self.data.shape).replace('L', '')) msg.append(' %s\n' % self.element_name) msg += self.get_data_code() return msg
[docs] def write_f06(self, f06_file, header=None, page_stamp='PAGE %s', page_num=1, is_mag_phase=False, is_sort1=True): if header is None: header = [] msg_temp, nnodes, is_bilinear = _get_plate_msg(self, is_mag_phase, is_sort1) ntimes = self.data.shape[0] for itime in range(ntimes): dt = self._times[itime] dt_line = ' %14s = %12.5E\n' % (self.data_code['name'], dt) header[1] = dt_line msg = header + msg_temp f06_file.write('\n'.join(msg)) if self.element_type == 144: # CQUAD4 bilinear self._write_f06_quad4_bilinear_transient(f06_file, itime, 4, is_mag_phase, 'CEN/4') elif self.element_type == 33: # CQUAD4 linear self._write_f06_tri3_transient(f06_file, itime, 4, is_mag_phase, 'CEN/4') elif self.element_type == 74: # CTRIA3 self._write_f06_tri3_transient(f06_file, itime, 3, is_mag_phase, 'CEN/3') elif self.element_type == 64: #CQUAD8 self._write_f06_quad4_bilinear_transient(f06_file, itime, 5, is_mag_phase, 'CEN/8') elif self.element_type == 82: # CQUADR self._write_f06_quad4_bilinear_transient(f06_file, itime, 5, is_mag_phase, 'CEN/8') elif self.element_type == 70: # CTRIAR self._write_f06_quad4_bilinear_transient(f06_file, itime, 3, is_mag_phase, 'CEN/3') elif self.element_type == 75: # CTRIA6 self._write_f06_quad4_bilinear_transient(f06_file, itime, 3, is_mag_phase, 'CEN/6') else: raise NotImplementedError('name=%r type=%s' % (self.element_name, self.element_type)) f06_file.write(page_stamp % page_num) page_num += 1 return page_num - 1
def _write_f06_tri3_transient(self, f06_file, itime, n, is_magnitude_phase, cen): """ CQUAD4 linear CTRIA3 """ fds = self.fiber_curvature oxx = self.data[itime, :, 0] oyy = self.data[itime, :, 1] txy = self.data[itime, :, 2] eids = self.element_node[:, 0] nodes = self.element_node[:, 1] ilayer0 = True for eid, node, fd, doxx, doyy, dtxy in zip(eids, nodes, fds, oxx, oyy, txy): fdr = write_float_13e(fd) [oxxr, oyyr, txyr, oxxi, oyyi, txyi,] = write_imag_floats_13e([doxx, doyy, dtxy], is_magnitude_phase) if ilayer0: # TODO: assuming 2 layers? f06_file.write('0 %6i %-13s %-13s / %-13s %-13s / %-13s %-13s / %s\n' % ( eid, fdr, oxxr, oxxi, oyyr, oyyi, txyr, txyi)) else: f06_file.write(' %6s %-13s %-13s / %-13s %-13s / %-13s %-13s / %s\n' % ( '', fdr, oxxr, oxxi, oyyr, oyyi, txyr, txyi)) ilayer0 = not ilayer0 def _write_f06_quad4_bilinear_transient(self, f06_file, itime, n, is_magnitude_phase, cen): """ CQUAD4 bilinear CQUAD8 CTRIAR CTRIA6 """ fds = self.fiber_curvature oxx = self.data[itime, :, 0] oyy = self.data[itime, :, 1] txy = self.data[itime, :, 2] eids = self.element_node[:, 0] nodes = self.element_node[:, 1] ilayer0 = True for eid, node, fd, doxx, doyy, dtxy in zip(eids, nodes, fds, oxx, oyy, txy): fdr = write_float_13e(fd) [oxxr, oyyr, txyr, oxxi, oyyi, txyi,] = write_imag_floats_13e([doxx, doyy, dtxy], is_magnitude_phase) if node == 0 and ilayer0: f06_file.write('0 %8i %8s %-13s %-13s / %-13s %-13s / %-13s %-13s / %s\n' % ( eid, cen, fdr, oxxr, oxxi, oyyr, oyyi, txyr, txyi)) elif ilayer0: # TODO: assuming 2 layers? f06_file.write(' %8s %8i %-13s %-13s / %-13s %-13s / %-13s %-13s / %s\n' % ( '', node, fdr, oxxr, oxxi, oyyr, oyyi, txyr, txyi)) else: f06_file.write(' %8s %8s %-13s %-13s / %-13s %-13s / %-13s %-13s / %s\n\n' % ( '', '', fdr, oxxr, oxxi, oyyr, oyyi, txyr, txyi)) ilayer0 = not ilayer0
[docs] def write_op2(self, op2, op2_ascii, itable, new_result, date, is_mag_phase=False, endian='>'): """writes an OP2""" import inspect from struct import Struct, pack frame = inspect.currentframe() call_frame = inspect.getouterframes(frame, 2) op2_ascii.write('%s.write_op2: %s\n' % (self.__class__.__name__, call_frame[1][3])) if itable == -1: self._write_table_header(op2, op2_ascii, date) itable = -3 nnodes = self.get_nnodes() #print("nnodes =", self.element_name, nnodes) cen_word_ascii = 'CEN/%i' % nnodes cen_word = b'CEN/%i' % nnodes #msg.append(' element_node.shape = %s\n' % str(self.element_node.shape).replace('L', '')) #msg.append(' data.shape=%s\n' % str(self.data.shape).replace('L', '')) eids = self.element_node[:, 0] nids = self.element_node[:, 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 ntotal = ntotali * nelements #print('shape = %s' % str(self.data.shape)) #assert nnodes > 1, nnodes #assert self.ntimes == 1, self.ntimes #device_code = self.device_code op2_ascii.write(' ntimes = %s\n' % self.ntimes) #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, node, fds, oxx, oyy, txy...\n') if self.is_sort1: struct1 = Struct(b'i 4s i 7f') struct2 = Struct(b'i 7f') struct3 = Struct(b'7f') else: raise NotImplementedError('SORT2') op2_ascii.write('nelements=%i\n' % nelements) if nnodes == 1: # CTRIA3 centroid itable = self._write_op2_ctria3( op2, op2_ascii, new_result, itable, ntotal, eids_device) return itable for itime in range(self.ntimes): self._write_table_3(op2, op2_ascii, new_result, itable, itime) # record 4 itable -= 1 header = [4, itable, 4, 4, 1, 4, 4, 0, 4, 4, ntotal, 4, 4 * ntotal] op2.write(pack('%ii' % len(header), *header)) op2_ascii.write('r4 [4, 0, 4]\n') op2_ascii.write('r4 [4, %s, 4]\n' % (itable)) op2_ascii.write('r4 [4, %i, 4]\n' % (4 * ntotal)) fds = self.fiber_curvature oxx = self.data[itime, :, 0] oyy = self.data[itime, :, 1] txy = self.data[itime, :, 2] eids = self.element_node[:, 0] nodes = self.element_node[:, 1] ilayer0 = True nwide = 0 for eid_device, eid, node, fd, doxx, doyy, dtxy in zip(eids_device, eids, nodes, fds, oxx, oyy, txy): ilyaer0 = True if node == 0 and ilayer0: data = [eid_device, b'CEN/', node, fd, doxx.real, doxx.imag, doyy.real, doyy.imag, dtxy.real, dtxy.imag] op2.write(struct1.pack(*data)) op2_ascii.write('eid=%s node=%s data=%s' % (eid, node, str(data[2:]))) #f06_file.write('0 %8i %8s %-13s %-13s / %-13s %-13s / %-13s %-13s / %s\n' % ( #eid, cen, fdr, oxxr, oxxi, oyyr, oyyi, txyr, txyi)) elif ilayer0: # TODO: assuming 2 layers? data = [node, fd, doxx.real, doxx.imag, doyy.real, doyy.imag, dtxy.real, dtxy.imag] op2.write(struct2.pack(*data)) op2_ascii.write(' node=%s data=%s' % (node, str(data[2:]))) #f06_file.write(' %8s %8i %-13s %-13s / %-13s %-13s / %-13s %-13s / %s\n' % ( #'', node, fdr, oxxr, oxxi, oyyr, oyyi, txyr, txyi)) else: data = [fd, doxx.real, doxx.imag, doyy.real, doyy.imag, dtxy.real, dtxy.imag] op2.write(struct3.pack(*data)) op2_ascii.write(' data=%s' % (str(data[2:]))) #f06_file.write(' %8s %8s %-13s %-13s / %-13s %-13s / %-13s %-13s / %s\n\n' % ( #'', '', fdr, oxxr, oxxi, oyyr, oyyi, txyr, txyi)) ilayer0 = not ilayer0 nwide += len(data) assert nwide == ntotal, "nwide=%s ntotal=%s" % (nwide, ntotal) itable -= 1 header = [4 * ntotal,] op2.write(pack('i', *header)) op2_ascii.write('footer = %s\n' % header) new_result = False return itable
def _write_op2_ctria3(self, op2, op2_ascii, new_result, itable, ntotal, eids_device): from struct import Struct, pack struct1 = Struct(b'i 7f') struct2 = Struct(b'7f') for itime in range(self.ntimes): self._write_table_3(op2, op2_ascii, new_result, itable, itime) # record 4 itable -= 1 header = [4, itable, 4, 4, 1, 4, 4, 0, 4, 4, ntotal, 4, 4 * ntotal] op2.write(pack('%ii' % len(header), *header)) op2_ascii.write('r4 [4, 0, 4]\n') op2_ascii.write('r4 [4, %s, 4]\n' % (itable)) op2_ascii.write('r4 [4, %i, 4]\n' % (4 * ntotal)) fds = self.fiber_curvature oxx = self.data[itime, :, 0] oyy = self.data[itime, :, 1] txy = self.data[itime, :, 2] eids = self.element_node[:, 0] #nodes = self.element_node[:, 1] ilayer0 = True nwide = 0 for eid_device, eid, fd, doxx, doyy, dtxy in zip(eids_device, eids, fds, oxx, oyy, txy): ilyaer0 = True if ilayer0: data = [eid_device, fd, doxx.real, doxx.imag, doyy.real, doyy.imag, dtxy.real, dtxy.imag] op2.write(struct1.pack(*data)) #op2_ascii.write('eid=%s node=%s data=%s' % (eid, node, str(data[2:]))) op2_ascii.write('0 %6i %-13s %-13s / %-13s %-13s / %-13s %-13s / %s\n' % ( eid, fd, doxx.real, doxx.imag, doyy.real, doyy.imag, dtxy.real, dtxy.imag)) else: data = [fd, doxx.real, doxx.imag, doyy.real, doyy.imag, dtxy.real, dtxy.imag] op2.write(struct2.pack(*data)) #op2_ascii.write(' data=%s' % (str(data[2:]))) op2_ascii.write(' %6s %-13s %-13s / %-13s %-13s / %-13s %-13s / %s\n' % ( '', fd, doxx.real, doxx.imag, doyy.real, doyy.imag, dtxy.real, dtxy.imag)) ilayer0 = not ilayer0 nwide += len(data) assert nwide == ntotal, "nwide=%s ntotal=%s" % (nwide, ntotal) itable -= 1 header = [4 * ntotal,] op2.write(pack('i', *header)) op2_ascii.write('footer = %s\n' % header) new_result = False return itable
def _get_plate_msg(self, is_mag_phase=True, is_sort1=True): #if self.is_von_mises: #von_mises = 'VON MISES' #else: #von_mises = 'MAX SHEAR' if self.is_stress: if self.is_fiber_distance: grid_msg_temp = [' ELEMENT FIBER - STRESSES IN ELEMENT COORDINATE SYSTEM -\n', ' ID GRID-ID DISTANCE NORMAL-X NORMAL-Y SHEAR-XY\n'] fiber_msg_temp = [' ELEMENT FIBRE - STRESSES IN ELEMENT COORDINATE SYSTEM -\n', ' ID. DISTANCE NORMAL-X NORMAL-Y SHEAR-XY\n'] else: grid_msg_temp = [' ELEMENT FIBRE - STRESSES IN ELEMENT COORDINATE SYSTEM -\n', ' ID GRID-ID CURVATURE NORMAL-X NORMAL-Y SHEAR-XY\n'] fiber_msg_temp = [' ELEMENT FIBRE - STRESSES IN ELEMENT COORDINATE SYSTEM -\n', ' ID. CURVATURE NORMAL-X NORMAL-Y SHEAR-XY\n'] else: if self.is_fiber_distance: grid_msg_temp = [' ELEMENT FIBER - STRAINS IN ELEMENT COORDINATE SYSTEM -\n', ' ID GRID-ID DISTANCE NORMAL-X NORMAL-Y SHEAR-XY\n'] fiber_msg_temp = [' ELEMENT FIBRE - STRAINS IN ELEMENT COORDINATE SYSTEM -\n', ' ID. DISTANCE NORMAL-X NORMAL-Y SHEAR-XY\n'] else: grid_msg_temp = [' ELEMENT FIBRE - STRAINS IN ELEMENT COORDINATE SYSTEM -\n', ' ID GRID-ID CURVATURE NORMAL-X NORMAL-Y SHEAR-XY\n'] fiber_msg_temp = [' ELEMENT FIBRE - STRAINS IN ELEMENT COORDINATE SYSTEM -\n', ' ID. CURVATURE NORMAL-X NORMAL-Y SHEAR-XY\n'] if is_mag_phase: mag_real = [' (MAGNITUDE/PHASE)\n \n'] else: mag_real = [' (REAL/IMAGINARY)\n', ' \n'] ## TODO: validation on header formatting... if self.is_stress: cquad4_bilinear = [' C O M P L E X S T R E S S E S I N Q U A D R I L A T E R A L E L E M E N T S ( Q U A D 4 ) OPTION = BILIN \n \n'] cquad4_linear = [' C O M P L E X S T R E S S E S I N Q U A D R I L A T E R A L E L E M E N T S ( Q U A D 4 )\n'] # good cquad8 = [' C O M P L E X S T R E S S E S I N Q U A D R I L A T E R A L E L E M E N T S ( Q U A D 8 )\n'] cquadr = [' C O M P L E X S T R E S S E S I N Q U A D R I L A T E R A L E L E M E N T S ( Q U A D R )\n'] ctria3 = [' C O M P L E X S T R E S S E S I N T R I A N G U L A R E L E M E N T S ( T R I A 3 )\n'] # good ctria6 = [' C O M P L E X S T R E S S E S I N T R I A N G U L A R E L E M E N T S ( T R I A 6 )\n'] ctriar = [' C O M P L E X S T R E S S E S I N T R I A N G U L A R E L E M E N T S ( T R I A R )\n'] else: cquad4_bilinear = [' C O M P L E X S T R A I N S I N Q U A D R I L A T E R A L E L E M E N T S ( Q U A D 4 ) OPTION = BILIN \n \n'] cquad4_linear = [' C O M P L E X S T R A I N S I N Q U A D R I L A T E R A L E L E M E N T S ( Q U A D 4 )\n'] cquad8 = [' C O M P L E X S T R A I N S I N Q U A D R I L A T E R A L E L E M E N T S ( Q U A D 8 )\n'] cquadr = [' C O M P L E X S T R A I N S I N Q U A D R I L A T E R A L E L E M E N T S ( Q U A D R )\n'] ctria3 = [' C O M P L E X S T R A I N S I N T R I A N G U L A R E L E M E N T S ( T R I A 3 )\n'] ctria6 = [' C O M P L E X S T R A I N S I N T R I A N G U L A R E L E M E N T S ( T R I A 6 )\n'] ctriar = [' C O M P L E X S T R A I N S I N T R I A N G U L A R E L E M E N T S ( T R I A R )\n'] msg = [] is_bilinear = False if self.element_type == 144: # CQUAD4 is_bilinear = True msg += cquad4_linear + mag_real + grid_msg_temp elif self.element_type == 33: # CQUAD4 is_bilinear = False msg += cquad4_bilinear + mag_real + fiber_msg_temp elif self.element_type == 64: #CQUAD8 msg += cquad8 + mag_real + grid_msg_temp is_bilinear = True elif self.element_type == 82: # CQUADR msg += cquadr + mag_real + grid_msg_temp is_bilinear = True elif self.element_type == 74: # CTRIA3 msg += ctria3 + mag_real + fiber_msg_temp elif self.element_type == 75: # CTRIA6 msg += ctria6 + mag_real + grid_msg_temp is_bilinear = True elif self.element_type == 70: # CTRIAR msg += ctriar + mag_real + grid_msg_temp is_bilinear = True else: raise NotImplementedError('name=%r type=%s' % (self.element_name, self.element_type)) nnodes = get_nnodes(self) return msg, nnodes, is_bilinear
[docs]def get_nnodes(self): if self.element_type in [64, 82, 144]: # ???, CQUADR, CQUAD4 bilinear nnodes = 4 + 1 # centroid elif self.element_type in [70, 75]: #???, CTRIA6 nnodes = 3 + 1 # centroid elif self.element_type in [144, 74, 33]: # CTRIA3, CQUAD4 linear nnodes = 1 else: raise NotImplementedError('name=%r type=%s' % (self.element_name, self.element_type)) return nnodes
[docs]class ComplexPlateStressArray(ComplexPlateArray, StressObject): def __init__(self, data_code, is_sort1, isubcase, dt): ComplexPlateArray.__init__(self, data_code, is_sort1, isubcase, dt) StressObject.__init__(self, data_code, isubcase) def _get_headers(self): return ['oxx', 'oyy', 'txy']
[docs] def get_headers(self): return self._get_headers()
[docs]class ComplexPlateStrainArray(ComplexPlateArray, StrainObject): def __init__(self, data_code, is_sort1, isubcase, dt): ComplexPlateArray.__init__(self, data_code, is_sort1, isubcase, dt) StrainObject.__init__(self, data_code, isubcase) assert self.is_strain, self.stress_bits def _get_headers(self): return ['exx', 'eyy', 'exy']
[docs] def get_headers(self): return self._get_headers()