def write_f06(self,
header,
pageStamp,
pageNum=1,
f=None,
is_mag_phase=False):
if self.nonlinear_factor is not None:
return self._write_f06_transient(header, pageStamp, pageNum, f)
msg = header + [
' S T R E S S E S A T G R I D P O I N T S - - S U R F A C E 5\n',
'0 SURFACE X-AXIS X NORMAL(Z-AXIS) Z REFERENCE COORDINATE SYSTEM FOR SURFACE DEFINITION CID 0\n',
' GRID ELEMENT STRESSES IN SURFACE SYSTEM PRINCIPAL STRESSES MAX \n',
' ID ID FIBRE NORMAL-X NORMAL-Y SHEAR-XY ANGLE MAJOR MINOR SHEAR VON MISES\n'
]
#'0 13683 3736 TRIAX6 4.996584E+00 0.0 1.203093E+02 0.0 0.0 0.0'
#' 13683 3737 TRIAX6 -4.996584E+00 0.0 -1.203093E+02 0.0 0.0 0.0'
#' 13683 *TOTALS* 6.366463E-12 0.0 -1.364242E-12 0.0 0.0 0.0'
for eKey, nxs in sorted(self.nx.items()):
eKey2 = eKey
zero = '0'
for iLoad, nx in enumerate(nxs):
ny = self.ny[eKey][iLoad]
txy = self.txy[eKey][iLoad]
angle = self.angle[eKey][iLoad]
majorP = self.majorP[eKey][iLoad]
minorP = self.minorP[eKey][iLoad]
tmax = self.tmax[eKey][iLoad]
ovm = self.ovm[eKey][iLoad]
(elemName) = self.elemName[eKey][iLoad]
eid = self.eids[eKey][iLoad]
vals = [nx, ny, txy, majorP, minorP, tmax, ovm]
(vals2, isAllZeros) = writeFloats10E(vals)
[nx, ny, txy, majorP, minorP, tmax, ovm] = vals2
if eid == 0:
eid = zero
msg.append(
'%s%8s %8s %4s %s %s %s %7.4f %s %s %s %-s\n' %
(zero, eKey2, eid, elemName, nx, ny, txy, angle, majorP,
minorP, tmax, ovm.rstrip()))
zero = ' '
eKey2 = ' '
msg.append(pageStamp + str(pageNum) + '\n')
if f is not None:
f.write(''.join(msg))
msg = ['']
return (''.join(msg), pageNum)
def write_f06(self,
header,
pageStamp,
page_num=1,
f=None,
is_mag_phase=False):
f.write(
'GridPointStressesVolumeObject write_f06 is not implemented...\n')
return page_num
#raise NotImplementedError()
if self.nonlinear_factor is not None:
return self._write_f06_transient(header, pageStamp, page_num, f)
msg = header + [
' S T R E S S E S A T G R I D P O I N T S - - S U R F A C E 5\n',
'0 SURFACE X-AXIS X NORMAL(Z-AXIS) Z REFERENCE COORDINATE SYSTEM FOR SURFACE DEFINITION CID 0\n',
' GRID ELEMENT STRESSES IN SURFACE SYSTEM PRINCIPAL STRESSES MAX \n',
' ID ID FIBRE NORMAL-X NORMAL-Y SHEAR-XY ANGLE MAJOR MINOR SHEAR VON MISES\n'
]
#'0 13683 3736 TRIAX6 4.996584E+00 0.0 1.203093E+02 0.0 0.0 0.0'
#' 13683 3737 TRIAX6 -4.996584E+00 0.0 -1.203093E+02 0.0 0.0 0.0'
#' 13683 *TOTALS* 6.366463E-12 0.0 -1.364242E-12 0.0 0.0 0.0'
for eKey, nxs in sorted(iteritems(self.nx)):
eKey2 = eKey
zero = '0'
for iLoad, nx in enumerate(nxs):
ny = self.ny[eKey][iLoad]
nz = self.nz[eKey][iLoad]
txy = self.txy[eKey][iLoad]
tyz = self.tyz[eKey][iLoad]
txz = self.txz[eKey][iLoad]
pressure = self.pressure[eKey][iLoad]
ovm = self.ovm[eKey][iLoad]
#(elemName) = self.elemName[eKey][iLoad]
#eid = self.eids[eKey][iLoad]
vals = [nx, ny, nz, txy, tyz, txz, pressure, ovm]
(vals2, is_all_zeros) = writeFloats10E(vals)
[nx, ny, nz, txy, tyz, txz, pressure, ovm] = vals2
msg.append('%s%8s %s %s %s %s %s %s %s %-s\n' %
(zero, eKey, nx, ny, nz, txy, tyz, txz, pressure,
ovm.rstrip()))
zero = ' '
eKey2 = ' '
msg.append(pageStamp % page_num)
f.write(''.join(msg))
return page_num
def write_f06(self, f, header=None, page_stamp='PAGE %s', page_num=1, is_mag_phase=False, is_sort1=True):
if header is None:
header = []
f.write('GridPointStressesVolumeObject write_f06 is not implemented...\n')
return page_num
#raise NotImplementedError()
if self.nonlinear_factor is not None:
return self._write_f06_transient(header, page_stamp, page_num, f, is_mag_phase=is_mag_phase, is_sort1=is_sort1)
msg = header + [' S T R E S S E S A T G R I D P O I N T S - - S U R F A C E 5\n',
'0 SURFACE X-AXIS X NORMAL(Z-AXIS) Z REFERENCE COORDINATE SYSTEM FOR SURFACE DEFINITION CID 0\n',
' GRID ELEMENT STRESSES IN SURFACE SYSTEM PRINCIPAL STRESSES MAX \n',
' ID ID FIBRE NORMAL-X NORMAL-Y SHEAR-XY ANGLE MAJOR MINOR SHEAR VON MISES\n']
#'0 13683 3736 TRIAX6 4.996584E+00 0.0 1.203093E+02 0.0 0.0 0.0'
#' 13683 3737 TRIAX6 -4.996584E+00 0.0 -1.203093E+02 0.0 0.0 0.0'
#' 13683 *TOTALS* 6.366463E-12 0.0 -1.364242E-12 0.0 0.0 0.0'
for ekey, nxs in sorted(iteritems(self.nx)):
ekey2 = ekey
zero = '0'
for iLoad, nx in enumerate(nxs):
ny = self.ny[ekey][iLoad]
nz = self.nz[ekey][iLoad]
txy = self.txy[ekey][iLoad]
tyz = self.tyz[ekey][iLoad]
txz = self.txz[ekey][iLoad]
pressure = self.pressure[ekey][iLoad]
ovm = self.ovm[ekey][iLoad]
#(elemName) = self.elemName[ekey][iLoad]
#eid = self.eids[ekey][iLoad]
vals = [nx, ny, nz, txy, tyz, txz, pressure, ovm]
(vals2, is_all_zeros) = writeFloats10E(vals)
[nx, ny, nz, txy, tyz, txz, pressure, ovm] = vals2
msg.append('%s%8s %s %s %s %s %s %s %s %-s\n' % (zero, ekey, nx, ny, nz, txy, tyz, txz, pressure, ovm.rstrip()))
zero = ' '
ekey2 = ' '
msg.append(page_stamp % page_num)
f.write(''.join(msg))
return page_num
def write_f06(self, f, header=None, page_stamp='PAGE %s', page_num=1, is_mag_phase=False, is_sort1=True):
if header is None:
header = []
if self.nonlinear_factor is not None:
return self._write_f06_transient(header, page_stamp, page_num, f, is_mag_phase=is_mag_phase, is_sort1=is_sort1)
msg = header + [' S T R E S S E S A T G R I D P O I N T S - - S U R F A C E 5\n',
'0 SURFACE X-AXIS X NORMAL(Z-AXIS) Z REFERENCE COORDINATE SYSTEM FOR SURFACE DEFINITION CID 0\n',
' GRID ELEMENT STRESSES IN SURFACE SYSTEM PRINCIPAL STRESSES MAX \n',
' ID ID FIBRE NORMAL-X NORMAL-Y SHEAR-XY ANGLE MAJOR MINOR SHEAR VON MISES\n']
#'0 13683 3736 TRIAX6 4.996584E+00 0.0 1.203093E+02 0.0 0.0 0.0'
#' 13683 3737 TRIAX6 -4.996584E+00 0.0 -1.203093E+02 0.0 0.0 0.0'
#' 13683 *TOTALS* 6.366463E-12 0.0 -1.364242E-12 0.0 0.0 0.0'
for ekey, nxs in sorted(iteritems(self.nx)):
ekey2 = ekey
zero = '0'
for iLoad, nx in enumerate(nxs):
ny = self.ny[ekey][iLoad]
txy = self.txy[ekey][iLoad]
angle = self.angle[ekey][iLoad]
majorP = self.majorP[ekey][iLoad]
minorP = self.minorP[ekey][iLoad]
tmax = self.tmax[ekey][iLoad]
ovm = self.ovm[ekey][iLoad]
(elemName) = self.elemName[ekey][iLoad]
eid = self.eids[ekey][iLoad]
vals = [nx, ny, txy, majorP, minorP, tmax, ovm]
(vals2, is_all_zeros) = writeFloats10E(vals)
[nx, ny, txy, majorP, minorP, tmax, ovm] = vals2
if eid == 0:
eid = zero
angle, isAllZero = writeFloats8p4F([angle])
anglei = angle[0]
msg.append('%s%8s %8s %4s %s %s %s %8s %10s %10s %10s %s\n' % (zero, ekey2, eid, elemName, nx, ny, txy, anglei, majorP, minorP, tmax, ovm))
zero = ' '
ekey2 = ' '
msg.append(page_stamp % page_num)
f.write(''.join(msg))
return page_num
def write_f06(self, header, pageStamp, pageNum=1, f=None, is_mag_phase=False):
if self.nonlinear_factor is not None:
return self._write_f06_transient(header, pageStamp, pageNum, f)
msg = header + [' S T R E S S E S A T G R I D P O I N T S - - S U R F A C E 5\n',
'0 SURFACE X-AXIS X NORMAL(Z-AXIS) Z REFERENCE COORDINATE SYSTEM FOR SURFACE DEFINITION CID 0\n',
' GRID ELEMENT STRESSES IN SURFACE SYSTEM PRINCIPAL STRESSES MAX \n',
' ID ID FIBRE NORMAL-X NORMAL-Y SHEAR-XY ANGLE MAJOR MINOR SHEAR VON MISES\n']
#'0 13683 3736 TRIAX6 4.996584E+00 0.0 1.203093E+02 0.0 0.0 0.0'
#' 13683 3737 TRIAX6 -4.996584E+00 0.0 -1.203093E+02 0.0 0.0 0.0'
#' 13683 *TOTALS* 6.366463E-12 0.0 -1.364242E-12 0.0 0.0 0.0'
for eKey, nxs in sorted(self.nx.items()):
eKey2 = eKey
zero = '0'
for iLoad, nx in enumerate(nxs):
ny = self.ny[eKey][iLoad]
txy = self.txy[eKey][iLoad]
angle = self.angle[eKey][iLoad]
majorP = self.majorP[eKey][iLoad]
minorP = self.minorP[eKey][iLoad]
tmax = self.tmax[eKey][iLoad]
ovm = self.ovm[eKey][iLoad]
(elemName) = self.elemName[eKey][iLoad]
eid = self.eids[eKey][iLoad]
vals = [nx, ny, txy, majorP, minorP, tmax, ovm]
(vals2, isAllZeros) = writeFloats10E(vals)
[nx, ny, txy, majorP, minorP, tmax, ovm] = vals2
if eid == 0:
eid = zero
msg.append('%s%8s %8s %4s %s %s %s %7.4f %s %s %s %-s\n' % (zero, eKey2, eid, elemName, nx, ny, txy, angle, majorP, minorP, tmax, ovm.rstrip()))
zero = ' '
eKey2 = ' '
msg.append(pageStamp + str(pageNum) + '\n')
if f is not None:
f.write(''.join(msg))
msg = ['']
return (''.join(msg), pageNum)