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

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

from six.moves import zip, range
from numpy import zeros, searchsorted

from pyNastran.op2.tables.oes_stressStrain.real.oes_objects import StressObject, StrainObject, OES_Object
from pyNastran.f06.f06_formatting import _eigenvalue_header, get_key0

[docs]class RealShearArray(OES_Object): def __init__(self, data_code, is_sort1, isubcase, dt): OES_Object.__init__(self, data_code, isubcase, apply_data_code=False) self.eType = {} #self.code = [self.format_code, self.sort_code, self.s_code] self.nelements = 0 # result specific if is_sort1: self.add_new_eid = self.add_new_eid_sort1 else: raise NotImplementedError('SORT2')
[docs] def is_real(self): return True
[docs] def is_complex(self): return False
def _reset_indices(self): self.itotal = 0 self.ielement = 0 def _get_msgs(self): raise NotImplementedError()
[docs] def get_headers(self): raise NotImplementedError()
[docs] def build(self): #print('ntimes=%s nelements=%s ntotal=%s' % (self.ntimes, self.nelements, self.ntotal)) if self.is_built: return assert self.ntimes > 0, 'ntimes=%s' % self.ntimes assert self.nelements > 0, 'nelements=%s' % self.nelements assert self.ntotal > 0, 'ntotal=%s' % self.ntotal #self.names = [] self.nelements //= self.ntimes self.itime = 0 self.ielement = 0 self.itotal = 0 #self.ntimes = 0 #self.nelements = 0 self.is_built = True #print("ntimes=%s nelements=%s ntotal=%s" % (self.ntimes, self.nelements, self.ntotal)) dtype = 'float32' if isinstance(self.nonlinear_factor, int): dtype = 'int32' self.times = zeros(self.ntimes, dtype=dtype) self.element = zeros(self.nelements, dtype='int32') # [max_shear, avg_shear, margin] self.data = zeros((self.ntimes, self.ntotal, 3), dtype='float32')
[docs] def add_new_eid_sort1(self, dt, eid, max_shear, avg_shear, margin): """ ELEMENT MAX AVG SAFETY ELEMENT MAX AVG SAFETY ID. SHEAR SHEAR MARGIN ID. SHEAR SHEAR MARGIN 328 1.721350E+03 1.570314E+03 7.2E+01 """ self.times[self.itime] = dt self.element[self.ielement] = eid self.data[self.itime, self.ielement, :] = [max_shear, avg_shear, margin] self.ielement += 1
[docs] def get_stats(self): 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 #ntotal = self.ntotal msg = [] if self.nonlinear_factor is not None: # transient msg.append(' type=%s ntimes=%i nelements=%i\n' % (self.__class__.__name__, ntimes, nelements)) ntimes_word = 'ntimes' else: msg.append(' type=%s nelements=%i\n' % (self.__class__.__name__, nelements)) ntimes_word = 1 msg.append(' eType\n') headers = self.get_headers() n = len(headers) msg.append(' data: [%s, nnodes, %i] where %i=[%s]\n' % (ntimes_word, n, n, str(', '.join(headers)))) msg.append(' data.shape = %s\n' % str(self.data.shape).replace('L', '')) msg.append(' element types: %s\n ' % ', '.join(self.element_names)) msg += self.get_data_code() return msg
[docs] def get_f06_header(self): raise NotImplementedError('CSHEAR...')
[docs] def get_element_index(self, eids): # elements are always sorted; nodes are not itot = searchsorted(eids, self.element_node[:, 0]) #[0] return itot
[docs] def eid_to_element_node_index(self, eids): #ind = ravel([searchsorted(self.element_node[:, 0] == eid) for eid in eids]) ind = searchsorted(eids, self.element_node[:, 0]) #ind = ind.reshape(ind.size) #ind.sort() return ind
[docs] def write_f06(self, header, page_stamp, page_num=1, f=None, is_mag_phase=False): msg_temp = self.get_f06_header() # write the f06 (ntimes, ntotal, three) = self.data.shape eids = self.element is_odd = False nwrite = len(eids) if len(eids) % 2 == 1: nwrite -= 1 is_odd = True for itime in range(ntimes): dt = self.times[itime] # TODO: rename this... header = _eigenvalue_header(self, header, itime, ntimes, dt) f.write(''.join(header + msg_temp)) # TODO: can I get this without a reshape? #print("self.data.shape=%s itime=%s ieids=%s" % (str(self.data.shape), itime, str(ieids))) max_shear = self.data[itime, :, 0] avg_shear = self.data[itime, :, 1] margin = self.data[itime, :, 2] # loop over all the elements out = [] for eid, max_sheari, avg_sheari, margini in zip(eids, max_shear, avg_shear, margin): #([max_sheari, avg_sheari, margini], #is_all_zeros) = writeFloats13E([max_sheari, avg_sheari, margini]) out.append([eid, max_sheari, avg_sheari, margini]) for i in range(0, nwrite, 2): outLine = ' %8i %13s %10.4E %13s %8i %13s %10.4E %s\n' % (tuple(out[i] + out[i + 1])) f.write(outLine) if is_odd: outLine = ' %8i %13s %10.4E %s\n' % tuple(out[-1]) f.write(outLine) f.write(page_stamp % page_num) page_num += 1 return page_num - 1
[docs]class RealShearStressArray(RealShearArray, StressObject): def __init__(self, data_code, is_sort1, isubcase, dt): RealShearArray.__init__(self, data_code, is_sort1, isubcase, dt) StressObject.__init__(self, data_code, isubcase)
[docs] def get_headers(self): headers = ['max_shear', 'avg_shear', 'margin'] return headers
[docs] def get_f06_header(self): msg = [ ' S T R E S S E S I N S H E A R P A N E L S ( C S H E A R )\n' ' ELEMENT MAX AVG SAFETY ELEMENT MAX AVG SAFETY\n' ' ID. SHEAR SHEAR MARGIN ID. SHEAR SHEAR MARGIN\n' #' 328 1.721350E+03 1.570314E+03 7.2E+01' ] return msg
[docs]class RealShearStrainArray(RealShearArray, StrainObject): def __init__(self, data_code, is_sort1, isubcase, dt): RealShearArray.__init__(self, data_code, is_sort1, isubcase, dt) StrainObject.__init__(self, data_code, isubcase)
[docs] def get_headers(self): headers = ['max_shear', 'avg_shear', 'margin'] return headers
[docs] def get_f06_header(self): msg = [ ' S T R A I N S I N S H E A R P A N E L S ( C S H E A R )\n' ' ELEMENT MAX AVG SAFETY ELEMENT MAX AVG SAFETY\n' ' ID. SHEAR SHEAR MARGIN ID. SHEAR SHEAR MARGIN\n' #' 328 1.721350E+03 1.570314E+03 7.2E+01' ] return msg
[docs]class RealShearStress(StressObject): """ :: # format_code=1 sort_code=0 stressCode=0 S T R E S S E S I N S H E A R P A N E L S ( C S H E A R ) ELEMENT MAX AVG SAFETY ELEMENT MAX AVG SAFETY ID. SHEAR SHEAR MARGIN ID. SHEAR SHEAR MARGIN 328 1.721350E+03 1.570314E+03 7.2E+01 """ def __init__(self, data_code, is_sort1, isubcase, dt): StressObject.__init__(self, data_code, isubcase) self.eType = 'CSHEAR' self.code = [self.format_code, self.sort_code, self.s_code] self.maxShear = {} self.avgShear = {} self.margin = {} self.getLength = self.getLength self.isImaginary = False #if dt is not None: # self.add_new_transient = self.add_new_transient # self.add_new_eid = self.addNewEidTransient #else: # self.add_new_eid = self.add_new_eid self.dt = dt if is_sort1: if dt is not None: self.add = self.add_sort1 self.add_new_eid = self.add_new_eid_sort1 else: assert dt is not None #self.add = self.addSort2 #self.add_new_eid = self.add_new_eid_sort2
[docs] def get_stats(self): msg = self.get_data_code() if self.dt is not None: # transient ntimes = len(self.maxShear) s0 = get_key0(self.maxShear) nelements = len(self.maxShear[s0]) msg.append(' type=%s ntimes=%s nelements=%s\n' % (self.__class__.__name__, ntimes, nelements)) else: nelements = len(self.maxShear) msg.append(' type=%s nelements=%s\n' % (self.__class__.__name__, nelements)) msg.append(' eType, maxShear, avgShear, margin\n') return msg
[docs] def delete_transient(self, dt): del self.maxShear[dt] del self.avgShear[dt] del self.margin[dt]
[docs] def get_transients(self): k = self.maxShear.keys() k.sort() return k
[docs] def add_new_transient(self, dt): """ initializes the transient variables """ self.dt = dt self.maxShear[dt] = {} self.avgShear[dt] = {} self.margin[dt] = {}
[docs] def getLength(self): return (16, 'fff')
[docs] def add_f06_data(self, data, dt): if dt: if dt not in self.maxShear: self.maxShear[dt] = {} self.avgShear[dt] = {} self.margin[dt] = {} for datai in data: (eid, max_shear, avg_shear, margin) = datai self.maxShear[dt][eid] = max_shear self.avgShear[dt][eid] = avg_shear self.margin[dt][eid] = margin return for datai in data: (eid, max_shear, avg_shear, margin) = datai self.maxShear[eid] = max_shear self.avgShear[eid] = avg_shear self.margin[eid] = margin
[docs] def add_new_eid(self, dt, eid, maxShear, avgShear, margin): #print "Rod Stress add..." assert isinstance(eid, int) self.maxShear = {} self.avgShear = {} self.margin = {} self.maxShear[eid] = maxShear self.avgShear[eid] = avgShear self.margin[eid] = margin
[docs] def add_new_eid_sort1(self, dt, eid, maxShear, avgShear, margin): if dt not in self.maxShear: self.add_new_transient(dt) assert isinstance(eid, int) assert eid >= 0 self.maxShear[dt][eid] = maxShear self.avgShear[dt][eid] = avgShear self.margin[dt][eid] = margin
[docs]class RealShearStrain(StrainObject): def __init__(self, data_code, is_sort1, isubcase, dt): StrainObject.__init__(self, data_code, isubcase) self.eType = 'CSHEAR' #raise Exception('not supported...CSHEAR strain') self.code = [self.format_code, self.sort_code, self.s_code] self.maxShear = {} self.avgShear = {} self.margin = {} self.dt = dt if is_sort1: if dt is not None: self.add = self.add_sort1 self.add_new_eid = self.add_new_eid_sort1 else: assert dt is not None #self.add = self.addSort2 #self.add_new_eid = self.add_new_eid_sort2
[docs] def get_stats(self): msg = self.get_data_code() if self.dt is not None: # transient ntimes = len(self.maxShear) s0 = get_key0(self.maxShear) nelements = len(self.maxShear[s0]) msg.append(' type=%s ntimes=%s nelements=%s\n' % (self.__class__.__name__, ntimes, nelements)) else: nelements = len(self.maxShear) msg.append(' type=%s nelements=%s\n' % (self.__class__.__name__, nelements)) msg.append(' eType, maxShear, avgShear, margin\n') return msg
[docs] def delete_transient(self, dt): del self.maxShear[dt] del self.avgShear[dt] del self.margin[dt]
[docs] def get_transients(self): k = self.maxShear.keys() k.sort() return k
[docs] def add_new_transient(self, dt): """ initializes the transient variables .. note:: make sure you set self.dt first """ self.dt = dt self.maxShear[dt] = {} self.avgShear[dt] = {} self.margin[dt] = {}
[docs] def add_f06_data(self, data, dt): if dt: if dt not in self.maxShear: self.maxShear[dt] = {} self.avgShear[dt] = {} self.margin[dt] = {} for datai in data: (eid, max_shear, avg_shear, margin) = datai self.maxShear[dt][eid] = max_shear self.avgShear[dt][eid] = avg_shear self.margin[dt][eid] = margin return for datai in data: (eid, max_shear, avg_shear, margin) = datai self.maxShear[eid] = max_shear self.avgShear[eid] = avg_shear self.margin[eid] = margin
[docs] def add_new_eid(self, dt, eid, axial, SMa, torsion, SMt): raise NotImplementedError() (axial, SMa, torsion, SMt) = out #print "Rod Strain add..." assert eid >= 0 #self.eType = self.eType self.maxShear[eid] = axial self.avgShear[eid] = SMa self.margin[eid] = torsion
[docs] def add_new_eid_sort1(self, dt, eid, maxShear, avgShear, margin): (maxShear, avgShear, margin) = out if dt not in self.maxShear: self.add_new_transient(dt) assert eid >= 0 #self.eType[eid] = self.element_type self.maxShear[dt][eid] = maxShear self.avgShear[dt][eid] = avgShear self.margin[dt][eid] = margin
[docs] def add_new_eid_sort2(self, eid, dt, maxShear, avgShear, margin): (maxShear, avgShear, margin) = out if dt not in self.maxShear: self.add_new_transient(dt) assert eid >= 0 #self.eType[eid] = self.element_type self.maxShear[dt][eid] = maxShear self.avgShear[dt][eid] = avgShear self.margin[dt][eid] = margin