pyNastran
0.5.0
pyNastran BDF Reader/Writer, OP2 Parser, and GUI
|
Public Member Functions | |
def | __init__ |
def | getRodStress |
S T R E S S E S I N R O D E L E M E N T S ( C R O D ) ELEMENT AXIAL SAFETY TORSIONAL SAFETY ELEMENT AXIAL SAFETY TORSIONAL SAFETY ID. | |
def | getRodStrain |
def | getRodHeader |
analysisCode = 1 (Statics) deviceCode = 1 (Print) tableCode = 5 (Stress) sortCode = 0 (Sort2,Real,Sorted Results) => sortBits = [0,0,0] formatCode = 1 (Real) sCode = 0 (Stress) numWide = 8 (???) | |
def | readRodStress |
S T R E S S E S I N R O D E L E M E N T S ( C R O D ) ELEMENT AXIAL SAFETY TORSIONAL SAFETY ELEMENT AXIAL SAFETY TORSIONAL SAFETY ID. | |
def | getBarStress |
S T R E S S E S I N B A R E L E M E N T S ( C B A R ) ELEMENT SA1 SA2 SA3 SA4 AXIAL SA-MAX SA-MIN M.S. | |
def | getBarStrain |
def | getBarHeader |
def | readBarStress |
ELEMENT SA1 SA2 SA3 SA4 AXIAL SA-MAX SA-MIN M.S. | |
def | getQuadCompositeStress |
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 ) ELEMENT PLY STRESSES IN FIBER AND MATRIX DIRECTIONS INTER-LAMINAR STRESSES PRINCIPAL STRESSES (ZERO SHEAR) MAX ID ID NORMAL-1 NORMAL-2 SHEAR-12 SHEAR XZ-MAT SHEAR YZ-MAT ANGLE MAJOR MINOR SHEAR 181 1 3.18013E+04 5.33449E+05 1.01480E+03 -7.06668E+01 1.90232E+04 89.88 5.33451E+05 3.17993E+04 2.50826E+05 181 2 1.41820E+05 1.40805E+05 1.25412E+05 -1.06000E+02 2.85348E+04 44.88 2.66726E+05 1.58996E+04 1.25413E+05. | |
def | getTriStress |
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 ) ELEMENT FIBER STRESSES IN ELEMENT COORD SYSTEM PRINCIPAL STRESSES (ZERO SHEAR) ID. | |
def | getTriStrain |
def | getTriHeader |
analysisCode = 1 (Statics) deviceCode = 1 (Print) tableCode = 5 (Stress) sortCode = 0 (Sort2,Real,Sorted Results) => sortBits = [0,0,0] formatCode = 1 (Real) sCode = 0 (Stress) numWide = 8 (???) | |
def | readTriStress |
ELEMENT FIBER STRESSES IN ELEMENT COORD SYSTEM PRINCIPAL STRESSES (ZERO SHEAR) ID. | |
def | getQuadStress |
def | getQuadStrains |
def | getQuadStressBilinear |
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. | |
def | getQuadHeader |
def | readQuadBilinear |
def | getSolidStressHexa |
def | getSolidStressPenta |
def | getSolidStressTetra |
def | getSolidStrainHexa |
def | getSolidStrainPenta |
def | getSolidStrainTetra |
def | readSolidStress |
def | readSolidStrain |
def | getSolidHeader |
analysisCode = 1 (Statics) deviceCode = 1 (Print) tableCode = 5 (Stress/Strain) sortCode = 0 (Sort2,Real,Sorted Results) => sortBits = [0,0,0] formatCode = 1 (Real) sCode = 0 (Stress/Strain) numWide = 8 (???) | |
def | read3DStress |
def | makeStressBits |
Public Attributes | |
rodStress | |
rodStrain | |
barStress | |
barStrain | |
plateStress | |
plateStrain | |
solidStress | |
solidStrain | |
compositePlateStress | |
compositePlateStrain | |
celasStress | |
celasStrain | |
beamStress | |
beamStrain | |
shearStress | |
shearStrain | |
nonlinearRodStress | |
nonlinearRodStrain | |
nonlinearPlateStress | |
nonlinearPlateStrain | |
ctriaxStress | |
ctriaxStrain | |
hyperelasticPlateStress | |
hyperelasticPlateStrain |
def pyNastran.f06.tables.oes.OES.__init__ | ( | self | ) |
def pyNastran.f06.tables.oes.OES.getRodStress | ( | self | ) |
S T R E S S E S I N R O D E L E M E N T S ( C R O D ) ELEMENT AXIAL SAFETY TORSIONAL SAFETY ELEMENT AXIAL SAFETY TORSIONAL SAFETY ID.
STRESS MARGIN STRESS MARGIN ID. STRESS MARGIN STRESS MARGIN 14 2.514247E+04 1.758725E+02 15 2.443757E+04 2.924619E+01
Definition at line 76 of file oes.py.
References pyNastran::op2::resultObjects::tableObject.addF06Data(), pyNastran.f06.tables.oes.OES.getRodHeader(), pyNastran.f06.tables.oes.OES.getRodStrain(), pyNastran.f06.tables.oes.OES.readRodStress(), pyNastran.f06.tables.oes.OES.rodStress, pyNastran.f06.f06Writer.F06Writer.rodStress, pyNastran.f06.matlabWriter.MatlabWriter.rodStress, and pyNastran.f06.f06.F06.rodStress.
def pyNastran.f06.tables.oes.OES.getRodStrain | ( | self | ) |
Definition at line 88 of file oes.py.
References pyNastran::op2::resultObjects::tableObject.addF06Data(), pyNastran.f06.tables.oes.OES.getRodHeader(), pyNastran.f06.tables.oes.OES.readRodStress(), pyNastran.f06.f06.F06.readSubcaseNameID(), pyNastran.f06.tables.oes.OES.rodStrain, pyNastran.f06.f06Writer.F06Writer.rodStrain, pyNastran.f06.matlabWriter.MatlabWriter.rodStrain, and pyNastran.f06.f06.F06.rodStrain.
Referenced by pyNastran.f06.tables.oes.OES.getRodStress().
def pyNastran.f06.tables.oes.OES.getRodHeader | ( | self, | |
isStrain | |||
) |
analysisCode = 1 (Statics) deviceCode = 1 (Print) tableCode = 5 (Stress) sortCode = 0 (Sort2,Real,Sorted Results) => sortBits = [0,0,0] formatCode = 1 (Real) sCode = 0 (Stress) numWide = 8 (???)
Definition at line 110 of file oes.py.
References pyNastran.bdf.bdfInterface.bdf_Reader.BDFReader.log, pyNastran.converters.panair.panairGridPatch.PanairPatch.log, pyNastran.bdf.caseControlDeck.CaseControlDeck.log, pyNastran.converters.panair.panairGrid.PanairGrid.log, pyNastran.converters.cart3d.cart3d_reader.Cart3DAsciiReader.log, pyNastran.op2.resultObjects.op2_Objects.scalarObject.log, pyNastran.f06.f06.F06.log, pyNastran.converters.panair.panairGridPatch.PanairWakePatch.log, pyNastran.converters.cart3d.cart3d_reader.Cart3DBinaryReader.log, pyNastran.f06.tables.oes.OES.makeStressBits(), pyNastran.f06.tables.oes.OES.readRodStress(), pyNastran.op2.fortranFile.FortranFile.skip(), and pyNastran.f06.f06.F06.skip().
Referenced by pyNastran.f06.tables.oes.OES.getRodStrain(), and pyNastran.f06.tables.oes.OES.getRodStress().
def pyNastran.f06.tables.oes.OES.readRodStress | ( | self | ) |
S T R E S S E S I N R O D E L E M E N T S ( C R O D ) ELEMENT AXIAL SAFETY TORSIONAL SAFETY ELEMENT AXIAL SAFETY TORSIONAL SAFETY ID.
STRESS MARGIN STRESS MARGIN ID. STRESS MARGIN STRESS MARGIN 14 2.514247E+04 1.758725E+02 15 2.443757E+04 2.924619E+01
Definition at line 131 of file oes.py.
References pyNastran.f06.tables.oes.OES.getBarHeader(), pyNastran.f06.tables.oes.OES.getBarStress(), pyNastran.bdf.cards.coordinateSystems.Coord.i, pyNastran.f06.f06.F06.i, pyNastran.bdf.cards.coordinateSystems.Cord2x.i, pyNastran.bdf.cards.coordinateSystems.Cord1x.i, pyNastran.f06.f06.F06.parseLineBlanks(), and pyNastran.f06.tables.oes.OES.readBarStress().
Referenced by pyNastran.f06.tables.oes.OES.getRodHeader(), pyNastran.f06.tables.oes.OES.getRodStrain(), and pyNastran.f06.tables.oes.OES.getRodStress().
def pyNastran.f06.tables.oes.OES.getBarStress | ( | self | ) |
S T R E S S E S I N B A R E L E M E N T S ( C B A R ) ELEMENT SA1 SA2 SA3 SA4 AXIAL SA-MAX SA-MIN M.S.
-T ID. SB1 SB2 SB3 SB4 STRESS SB-MAX SB-MIN M.S.-C 12 0.0 0.0 0.0 0.0 1.020730E+04 1.020730E+04 1.020730E+04 0.0 0.0 0.0 0.0 1.020730E+04 1.020730E+04 analysisCode = 1 (Statics) deviceCode = 1 (Print) tableCode = 5 (Stress) sortCode = 0 (Sort2,Real,Sorted Results) => sortBits = [0,0,0] formatCode = 1 (Real) sCode = 0 (Stress) numWide = 8 (???)
Definition at line 164 of file oes.py.
References pyNastran::op2::resultObjects::tableObject.addF06Data(), pyNastran.f06.tables.oes.OES.barStress, pyNastran.f06.f06Writer.F06Writer.barStress, pyNastran.f06.matlabWriter.MatlabWriter.barStress, pyNastran.f06.f06.F06.barStress, pyNastran.f06.tables.oes.OES.getBarHeader(), and pyNastran.f06.tables.oes.OES.getBarStrain().
Referenced by pyNastran.f06.tables.oes.OES.readRodStress().
def pyNastran.f06.tables.oes.OES.getBarStrain | ( | self | ) |
Definition at line 177 of file oes.py.
References pyNastran::op2::resultObjects::tableObject.addF06Data(), pyNastran.f06.tables.oes.OES.barStrain, pyNastran.f06.f06Writer.F06Writer.barStrain, pyNastran.f06.matlabWriter.MatlabWriter.barStrain, pyNastran.f06.f06.F06.barStrain, pyNastran.f06.tables.oes.OES.getBarHeader(), pyNastran.f06.tables.oes.OES.readBarStress(), pyNastran.f06.f06.F06.readSubcaseNameID(), pyNastran.op2.fortranFile.FortranFile.skip(), and pyNastran.f06.f06.F06.skip().
Referenced by pyNastran.f06.tables.oes.OES.getBarStress().
def pyNastran.f06.tables.oes.OES.getBarHeader | ( | self, | |
isStrain | |||
) |
Definition at line 190 of file oes.py.
References pyNastran.bdf.bdfInterface.bdf_Reader.BDFReader.log, pyNastran.converters.panair.panairGridPatch.PanairPatch.log, pyNastran.bdf.caseControlDeck.CaseControlDeck.log, pyNastran.converters.cart3d.cart3d_reader.Cart3DAsciiReader.log, pyNastran.converters.panair.panairGrid.PanairGrid.log, pyNastran.op2.resultObjects.op2_Objects.scalarObject.log, pyNastran.f06.f06.F06.log, pyNastran.converters.panair.panairGridPatch.PanairWakePatch.log, pyNastran.converters.cart3d.cart3d_reader.Cart3DBinaryReader.log, pyNastran.f06.tables.oes.OES.makeStressBits(), and pyNastran.f06.tables.oes.OES.readBarStress().
Referenced by pyNastran.f06.tables.oes.OES.getBarStrain(), pyNastran.f06.tables.oes.OES.getBarStress(), and pyNastran.f06.tables.oes.OES.readRodStress().
def pyNastran.f06.tables.oes.OES.readBarStress | ( | self | ) |
ELEMENT SA1 SA2 SA3 SA4 AXIAL SA-MAX SA-MIN M.S.
-T ID. SB1 SB2 SB3 SB4 STRESS SB-MAX SB-MIN M.S.-C 12 0.0 0.0 0.0 0.0 1.020730E+04 1.020730E+04 1.020730E+04 0.0 0.0 0.0 0.0 1.020730E+04 1.020730E+04
Definition at line 213 of file oes.py.
References pyNastran.f06.tables.oes.OES.getQuadCompositeStress(), pyNastran.bdf.cards.coordinateSystems.Coord.i, pyNastran.f06.f06.F06.i, pyNastran.bdf.cards.coordinateSystems.Cord2x.i, pyNastran.bdf.cards.coordinateSystems.Cord1x.i, pyNastran.f06.f06.F06.parseLineBlanks(), pyNastran.f06.f06.F06.readSubcaseNameID(), pyNastran.op2.op2.OP2.readTable(), pyNastran.f06.f06.F06.readTable(), pyNastran.op2.fortranFile.FortranFile.skip(), and pyNastran.f06.f06.F06.skip().
Referenced by pyNastran.f06.tables.oes.OES.getBarHeader(), pyNastran.f06.tables.oes.OES.getBarStrain(), and pyNastran.f06.tables.oes.OES.readRodStress().
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 ) ELEMENT PLY STRESSES IN FIBER AND MATRIX DIRECTIONS INTER-LAMINAR STRESSES PRINCIPAL STRESSES (ZERO SHEAR) MAX ID ID NORMAL-1 NORMAL-2 SHEAR-12 SHEAR XZ-MAT SHEAR YZ-MAT ANGLE MAJOR MINOR SHEAR 181 1 3.18013E+04 5.33449E+05 1.01480E+03 -7.06668E+01 1.90232E+04 89.88 5.33451E+05 3.17993E+04 2.50826E+05 181 2 1.41820E+05 1.40805E+05 1.25412E+05 -1.06000E+02 2.85348E+04 44.88 2.66726E+05 1.58996E+04 1.25413E+05.
elementType = 33 b/c not bilinear
Definition at line 244 of file oes.py.
References pyNastran::op2::resultObjects::tableObject.addF06Data(), pyNastran.f06.tables.oes.OES.compositePlateStress, pyNastran.f06.f06Writer.F06Writer.compositePlateStress, pyNastran.f06.matlabWriter.MatlabWriter.compositePlateStress, pyNastran.f06.f06.F06.compositePlateStress, pyNastran.f06.tables.oes.OES.getTriHeader(), pyNastran.f06.tables.oes.OES.getTriStress(), pyNastran.bdf.bdfInterface.bdf_Reader.BDFReader.log, pyNastran.converters.panair.panairGridPatch.PanairPatch.log, pyNastran.bdf.caseControlDeck.CaseControlDeck.log, pyNastran.converters.cart3d.cart3d_reader.Cart3DAsciiReader.log, pyNastran.converters.panair.panairGrid.PanairGrid.log, pyNastran.op2.resultObjects.op2_Objects.scalarObject.log, pyNastran.f06.f06.F06.log, pyNastran.converters.panair.panairGridPatch.PanairWakePatch.log, pyNastran.converters.cart3d.cart3d_reader.Cart3DBinaryReader.log, pyNastran.f06.tables.oes.OES.makeStressBits(), pyNastran.f06.tables.oes.OES.plateStress, pyNastran.f06.f06Writer.F06Writer.plateStress, pyNastran.f06.matlabWriter.MatlabWriter.plateStress, pyNastran.f06.f06.F06.plateStress, and pyNastran.f06.tables.oes.OES.readTriStress().
Referenced by pyNastran.f06.tables.oes.OES.readBarStress().
def pyNastran.f06.tables.oes.OES.getTriStress | ( | self | ) |
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 ) ELEMENT FIBER STRESSES IN ELEMENT COORD SYSTEM PRINCIPAL STRESSES (ZERO SHEAR) ID.
DISTANCE NORMAL-X NORMAL-Y SHEAR-XY ANGLE MAJOR MINOR VON MISES 8 -1.250000E-01 -1.303003E+02 1.042750E+04 -1.456123E+02 -89.2100 1.042951E+04 -1.323082E+02 1.049629E+04 1.250000E-01 -5.049646E+02 1.005266E+04 -2.132942E+02 -88.8431 1.005697E+04 -5.092719E+02 1.032103E+04 analysisCode = 1 (Statics) deviceCode = 1 (Print) tableCode = 5 (Stress) sortCode = 0 (Sort2,Real,Sorted Results) => sortBits = [0,0,0] formatCode = 1 (Real) sCode = 0 (Stress) numWide = 8 (???)
Definition at line 286 of file oes.py.
References pyNastran::op2::resultObjects::tableObject.addF06Data(), pyNastran.f06.tables.oes.OES.getTriHeader(), pyNastran.f06.tables.oes.OES.getTriStrain(), pyNastran.f06.tables.oes.OES.plateStrain, pyNastran.f06.f06Writer.F06Writer.plateStrain, pyNastran.f06.matlabWriter.MatlabWriter.plateStrain, pyNastran.f06.f06.F06.plateStrain, pyNastran.f06.tables.oes.OES.plateStress, pyNastran.f06.f06Writer.F06Writer.plateStress, pyNastran.f06.matlabWriter.MatlabWriter.plateStress, pyNastran.f06.f06.F06.plateStress, and pyNastran.f06.tables.oes.OES.readTriStress().
Referenced by pyNastran.f06.tables.oes.OES.getQuadCompositeStress().
def pyNastran.f06.tables.oes.OES.getTriStrain | ( | self | ) |
Definition at line 298 of file oes.py.
References pyNastran::op2::resultObjects::tableObject.addF06Data(), pyNastran.f06.tables.oes.OES.getTriHeader(), pyNastran.f06.tables.oes.OES.plateStrain, pyNastran.f06.f06Writer.F06Writer.plateStrain, pyNastran.f06.matlabWriter.MatlabWriter.plateStrain, pyNastran.f06.f06.F06.plateStrain, pyNastran.f06.f06.F06.readSubcaseNameID(), pyNastran.op2.fortranFile.FortranFile.skip(), and pyNastran.f06.f06.F06.skip().
Referenced by pyNastran.f06.tables.oes.OES.getTriStress().
def pyNastran.f06.tables.oes.OES.getTriHeader | ( | self, | |
isStrain | |||
) |
analysisCode = 1 (Statics) deviceCode = 1 (Print) tableCode = 5 (Stress) sortCode = 0 (Sort2,Real,Sorted Results) => sortBits = [0,0,0] formatCode = 1 (Real) sCode = 0 (Stress) numWide = 8 (???)
Definition at line 321 of file oes.py.
References pyNastran.bdf.bdfInterface.bdf_Reader.BDFReader.log, pyNastran.converters.panair.panairGridPatch.PanairPatch.log, pyNastran.bdf.caseControlDeck.CaseControlDeck.log, pyNastran.converters.cart3d.cart3d_reader.Cart3DAsciiReader.log, pyNastran.converters.panair.panairGrid.PanairGrid.log, pyNastran.op2.resultObjects.op2_Objects.scalarObject.log, pyNastran.f06.f06.F06.log, pyNastran.converters.panair.panairGridPatch.PanairWakePatch.log, pyNastran.converters.cart3d.cart3d_reader.Cart3DBinaryReader.log, pyNastran.f06.tables.oes.OES.makeStressBits(), pyNastran.f06.f06.F06.parseLine(), and pyNastran.f06.tables.oes.OES.readTriStress().
Referenced by pyNastran.f06.tables.oes.OES.getQuadCompositeStress(), pyNastran.f06.tables.oes.OES.getTriStrain(), and pyNastran.f06.tables.oes.OES.getTriStress().
def pyNastran.f06.tables.oes.OES.readTriStress | ( | self, | |
eType | |||
) |
ELEMENT FIBER STRESSES IN ELEMENT COORD SYSTEM PRINCIPAL STRESSES (ZERO SHEAR) ID.
DISTANCE NORMAL-X NORMAL-Y SHEAR-XY ANGLE MAJOR MINOR VON MISES 8 -1.250000E-01 -1.303003E+02 1.042750E+04 -1.456123E+02 -89.2100 1.042951E+04 -1.323082E+02 1.049629E+04 1.250000E-01 -5.049646E+02 1.005266E+04 -2.132942E+02 -88.8431 1.005697E+04 -5.092719E+02 1.032103E+04
Definition at line 349 of file oes.py.
References pyNastran::op2::resultObjects::tableObject.addF06Data(), pyNastran.f06.tables.oes.OES.getQuadHeader(), pyNastran.f06.tables.oes.OES.getQuadStress(), pyNastran.bdf.cards.coordinateSystems.Coord.i, pyNastran.f06.f06.F06.i, pyNastran.bdf.cards.coordinateSystems.Cord2x.i, pyNastran.bdf.cards.coordinateSystems.Cord1x.i, pyNastran.f06.f06.F06.parseLine(), pyNastran.f06.tables.oes.OES.plateStress, pyNastran.f06.f06Writer.F06Writer.plateStress, pyNastran.f06.matlabWriter.MatlabWriter.plateStress, pyNastran.f06.f06.F06.plateStress, and pyNastran.f06.tables.oes.OES.readTriStress().
Referenced by pyNastran.f06.tables.oes.OES.getQuadCompositeStress(), pyNastran.f06.tables.oes.OES.getQuadStress(), pyNastran.f06.tables.oes.OES.getTriHeader(), pyNastran.f06.tables.oes.OES.getTriStress(), and pyNastran.f06.tables.oes.OES.readTriStress().
def pyNastran.f06.tables.oes.OES.getQuadStress | ( | self | ) |
Definition at line 368 of file oes.py.
References pyNastran::op2::resultObjects::tableObject.addF06Data(), pyNastran.f06.tables.oes.OES.getQuadHeader(), pyNastran.f06.tables.oes.OES.getQuadStrains(), pyNastran.f06.tables.oes.OES.plateStrain, pyNastran.f06.f06Writer.F06Writer.plateStrain, pyNastran.f06.matlabWriter.MatlabWriter.plateStrain, pyNastran.f06.f06.F06.plateStrain, pyNastran.f06.tables.oes.OES.plateStress, pyNastran.f06.f06Writer.F06Writer.plateStress, pyNastran.f06.matlabWriter.MatlabWriter.plateStress, pyNastran.f06.f06.F06.plateStress, and pyNastran.f06.tables.oes.OES.readTriStress().
Referenced by pyNastran.f06.tables.oes.OES.readTriStress().
def pyNastran.f06.tables.oes.OES.getQuadStrains | ( | self | ) |
Definition at line 381 of file oes.py.
References pyNastran::op2::resultObjects::tableObject.addF06Data(), pyNastran.f06.tables.oes.OES.getQuadHeader(), pyNastran.f06.tables.oes.OES.getQuadStressBilinear(), pyNastran.f06.tables.oes.OES.plateStrain, pyNastran.f06.f06Writer.F06Writer.plateStrain, pyNastran.f06.matlabWriter.MatlabWriter.plateStrain, pyNastran.f06.f06.F06.plateStrain, pyNastran.f06.tables.oes.OES.plateStress, pyNastran.f06.f06Writer.F06Writer.plateStress, pyNastran.f06.matlabWriter.MatlabWriter.plateStress, pyNastran.f06.f06.F06.plateStress, and pyNastran.f06.tables.oes.OES.readQuadBilinear().
Referenced by pyNastran.f06.tables.oes.OES.getQuadStress().
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.
ELEMENT FIBER STRESSES IN ELEMENT COORD SYSTEM PRINCIPAL STRESSES (ZERO SHEAR) ID GRID-ID DISTANCE NORMAL-X NORMAL-Y SHEAR-XY ANGLE MAJOR MINOR VON MISES 6 CEN/4 -1.250000E-01 -4.278394E+02 8.021165E+03 -1.550089E+02 -88.9493 8.024007E+03 -4.306823E+02 8.247786E+03 1.250000E-01 5.406062E+02 1.201854E+04 -4.174177E+01 -89.7916 1.201869E+04 5.404544E+02 1.175778E+04
4 -1.250000E-01 -8.871141E+02 7.576036E+03 -1.550089E+02 -88.9511 7.578874E+03 -8.899523E+02 8.060780E+03 1.250000E-01 -8.924081E+01 1.187899E+04 -4.174177E+01 -89.8002 1.187913E+04 -8.938638E+01 1.192408E+04
Definition at line 405 of file oes.py.
References pyNastran::op2::resultObjects::tableObject.addF06Data(), pyNastran.f06.tables.oes.OES.getQuadHeader(), pyNastran.f06.tables.oes.OES.plateStress, pyNastran.f06.f06Writer.F06Writer.plateStress, pyNastran.f06.matlabWriter.MatlabWriter.plateStress, pyNastran.f06.f06.F06.plateStress, pyNastran.f06.f06.F06.readSubcaseNameID(), pyNastran.op2.fortranFile.FortranFile.skip(), and pyNastran.f06.f06.F06.skip().
Referenced by pyNastran.f06.tables.oes.OES.getQuadStrains().
def pyNastran.f06.tables.oes.OES.getQuadHeader | ( | self, | |
nHeaderLines, | |||
isStrain, | |||
elementNumber | |||
) |
Definition at line 418 of file oes.py.
References pyNastran.bdf.bdfInterface.bdf_Reader.BDFReader.log, pyNastran.converters.panair.panairGridPatch.PanairPatch.log, pyNastran.bdf.caseControlDeck.CaseControlDeck.log, pyNastran.converters.cart3d.cart3d_reader.Cart3DAsciiReader.log, pyNastran.converters.panair.panairGrid.PanairGrid.log, pyNastran.op2.resultObjects.op2_Objects.scalarObject.log, pyNastran.f06.f06.F06.log, pyNastran.converters.panair.panairGridPatch.PanairWakePatch.log, pyNastran.converters.cart3d.cart3d_reader.Cart3DBinaryReader.log, pyNastran.f06.tables.oes.OES.makeStressBits(), pyNastran.f06.f06.F06.parseLine(), and pyNastran.f06.tables.oes.OES.readQuadBilinear().
Referenced by pyNastran.f06.tables.oes.OES.getQuadStrains(), pyNastran.f06.tables.oes.OES.getQuadStress(), pyNastran.f06.tables.oes.OES.getQuadStressBilinear(), and pyNastran.f06.tables.oes.OES.readTriStress().
def pyNastran.f06.tables.oes.OES.readQuadBilinear | ( | self | ) |
Definition at line 439 of file oes.py.
References pyNastran.f06.tables.oes.OES.getSolidStrainHexa(), pyNastran.f06.tables.oes.OES.getSolidStrainPenta(), pyNastran.f06.tables.oes.OES.getSolidStressHexa(), pyNastran.f06.tables.oes.OES.getSolidStressPenta(), pyNastran.f06.tables.oes.OES.getSolidStressTetra(), pyNastran.bdf.cards.coordinateSystems.Coord.i, pyNastran.f06.f06.F06.i, pyNastran.bdf.cards.coordinateSystems.Cord2x.i, pyNastran.bdf.cards.coordinateSystems.Cord1x.i, pyNastran.f06.f06.F06.parseLine(), pyNastran.f06.tables.oes.OES.readSolidStrain(), and pyNastran.f06.tables.oes.OES.readSolidStress().
Referenced by pyNastran.f06.tables.oes.OES.getQuadHeader(), and pyNastran.f06.tables.oes.OES.getQuadStrains().
def pyNastran.f06.tables.oes.OES.getSolidStressHexa | ( | self | ) |
Definition at line 467 of file oes.py.
References pyNastran.f06.tables.oes.OES.getSolidStrainTetra(), and pyNastran.f06.tables.oes.OES.readSolidStrain().
Referenced by pyNastran.f06.tables.oes.OES.readQuadBilinear().
def pyNastran.f06.tables.oes.OES.getSolidStressPenta | ( | self | ) |
Definition at line 469 of file oes.py.
References pyNastran.f06.tables.oes.OES.readSolidStrain().
Referenced by pyNastran.f06.tables.oes.OES.readQuadBilinear().
def pyNastran.f06.tables.oes.OES.getSolidStressTetra | ( | self | ) |
Definition at line 471 of file oes.py.
References pyNastran.f06.tables.oes.OES.getSolidHeader(), and pyNastran.f06.tables.oes.OES.readSolidStress().
Referenced by pyNastran.f06.tables.oes.OES.readQuadBilinear().
def pyNastran.f06.tables.oes.OES.getSolidStrainHexa | ( | self | ) |
Definition at line 474 of file oes.py.
References pyNastran.f06.tables.oes.OES.read3DStress().
Referenced by pyNastran.f06.tables.oes.OES.readQuadBilinear().
def pyNastran.f06.tables.oes.OES.getSolidStrainPenta | ( | self | ) |
Definition at line 476 of file oes.py.
References pyNastran::op2::resultObjects::tableObject.addF06Data(), pyNastran.f06.tables.oes.OES.solidStress, and pyNastran.f06.f06.F06.solidStress.
Referenced by pyNastran.f06.tables.oes.OES.readQuadBilinear().
def pyNastran.f06.tables.oes.OES.getSolidStrainTetra | ( | self | ) |
Definition at line 478 of file oes.py.
References pyNastran.f06.tables.oes.OES.solidStress, and pyNastran.f06.f06.F06.solidStress.
Referenced by pyNastran.f06.tables.oes.OES.getSolidStressHexa().
def pyNastran.f06.tables.oes.OES.readSolidStress | ( | self, | |
eType, | |||
n | |||
) |
Definition at line 481 of file oes.py.
References pyNastran::op2::resultObjects::tableObject.addF06Data(), pyNastran.f06.tables.oes.OES.getSolidHeader(), pyNastran.f06.tables.oes.OES.read3DStress(), pyNastran.f06.tables.oes.OES.readSolidStrain(), pyNastran.f06.tables.oes.OES.solidStrain, pyNastran.f06.f06.F06.solidStrain, pyNastran.f06.tables.oes.OES.solidStress, and pyNastran.f06.f06.F06.solidStress.
Referenced by pyNastran.f06.tables.oes.OES.getSolidStressTetra(), and pyNastran.f06.tables.oes.OES.readQuadBilinear().
def pyNastran.f06.tables.oes.OES.readSolidStrain | ( | self, | |
eType, | |||
n | |||
) |
Definition at line 494 of file oes.py.
References pyNastran::op2::resultObjects::tableObject.addF06Data(), pyNastran.f06.tables.oes.OES.getSolidHeader(), pyNastran.bdf.bdfInterface.bdf_Reader.BDFReader.log, pyNastran.converters.panair.panairGridPatch.PanairPatch.log, pyNastran.bdf.caseControlDeck.CaseControlDeck.log, pyNastran.converters.cart3d.cart3d_reader.Cart3DAsciiReader.log, pyNastran.converters.panair.panairGrid.PanairGrid.log, pyNastran.op2.resultObjects.op2_Objects.scalarObject.log, pyNastran.f06.f06.F06.log, pyNastran.converters.panair.panairGridPatch.PanairWakePatch.log, pyNastran.converters.cart3d.cart3d_reader.Cart3DBinaryReader.log, pyNastran.f06.tables.oes.OES.makeStressBits(), pyNastran.f06.f06.F06.readSubcaseNameID(), pyNastran.op2.fortranFile.FortranFile.skip(), pyNastran.f06.f06.F06.skip(), pyNastran.f06.tables.oes.OES.solidStrain, and pyNastran.f06.f06.F06.solidStrain.
Referenced by pyNastran.f06.tables.oes.OES.getSolidStressHexa(), pyNastran.f06.tables.oes.OES.getSolidStressPenta(), pyNastran.f06.tables.oes.OES.readQuadBilinear(), and pyNastran.f06.tables.oes.OES.readSolidStress().
def pyNastran.f06.tables.oes.OES.getSolidHeader | ( | self, | |
eType, | |||
n, | |||
isStrain | |||
) |
analysisCode = 1 (Statics) deviceCode = 1 (Print) tableCode = 5 (Stress/Strain) sortCode = 0 (Sort2,Real,Sorted Results) => sortBits = [0,0,0] formatCode = 1 (Real) sCode = 0 (Stress/Strain) numWide = 8 (???)
Definition at line 517 of file oes.py.
References pyNastran.f06.tables.oes.OES.read3DStress().
Referenced by pyNastran.f06.tables.oes.OES.getSolidStressTetra(), pyNastran.f06.tables.oes.OES.readSolidStrain(), and pyNastran.f06.tables.oes.OES.readSolidStress().
def pyNastran.f06.tables.oes.OES.read3DStress | ( | self, | |
eType, | |||
n | |||
) |
Definition at line 534 of file oes.py.
References pyNastran.f06.tables.oes.OES.makeStressBits().
Referenced by pyNastran.f06.tables.oes.OES.getSolidHeader(), pyNastran.f06.tables.oes.OES.getSolidStrainHexa(), and pyNastran.f06.tables.oes.OES.readSolidStress().
def pyNastran.f06.tables.oes.OES.makeStressBits | ( | self, | |
isFiberDistance = False , |
|||
isMaxShear = True , |
|||
isStrain = True , |
|||
isRodOrSolid = False |
|||
) |
Definition at line 549 of file oes.py.
Referenced by pyNastran.f06.tables.oes.OES.getBarHeader(), pyNastran.f06.tables.oes.OES.getQuadCompositeStress(), pyNastran.f06.tables.oes.OES.getQuadHeader(), pyNastran.f06.tables.oes.OES.getRodHeader(), pyNastran.f06.tables.oes.OES.getTriHeader(), pyNastran.f06.tables.oes.OES.read3DStress(), and pyNastran.f06.tables.oes.OES.readSolidStrain().
Reimplemented in pyNastran.f06.f06.F06.
Definition at line 36 of file oes.py.
Referenced by pyNastran.f06.tables.oes.OES::getRodStress(), pyNastran.op2.op2.OP2::printResults(), pyNastran.op2.tables.oes_stressStrain.oesnlxr.OESNLXR::readOESNLXR_Data_format1_sort0(), and pyNastran.op2.writer.oesWriter.Oes1Writer::writeOES1().
Reimplemented in pyNastran.f06.f06.F06.
Definition at line 36 of file oes.py.
Referenced by pyNastran.f06.tables.oes.OES.getRodStrain(), pyNastran.op2.op2.OP2.printResults(), pyNastran.op2.tables.oes_stressStrain.oesnlxr.OESNLXR.readOESNLXR_Data_format1_sort0(), and pyNastran.op2.writer.oesWriter.Oes1Writer.writeOES1().
Reimplemented in pyNastran.f06.f06.F06.
Definition at line 36 of file oes.py.
Referenced by pyNastran.f06.tables.oes.OES.getBarStress(), pyNastran.op2.op2.OP2.printResults(), pyNastran.op2.tables.oes_stressStrain.oesnlxr.OESNLXR.readOESNLXR_Data_format1_sort0(), and pyNastran.op2.writer.oesWriter.Oes1Writer.writeOES1().
Reimplemented in pyNastran.f06.f06.F06.
Definition at line 36 of file oes.py.
Referenced by pyNastran.f06.tables.oes.OES.getBarStrain(), pyNastran.op2.op2.OP2.printResults(), pyNastran.op2.tables.oes_stressStrain.oesnlxr.OESNLXR.readOESNLXR_Data_format1_sort0(), and pyNastran.op2.writer.oesWriter.Oes1Writer.writeOES1().
Reimplemented in pyNastran.f06.f06.F06.
Definition at line 36 of file oes.py.
Referenced by pyNastran.f06.tables.oes.OES.getQuadCompositeStress(), pyNastran.f06.tables.oes.OES.getQuadStrains(), pyNastran.f06.tables.oes.OES.getQuadStress(), pyNastran.f06.tables.oes.OES.getQuadStressBilinear(), pyNastran.f06.tables.oes.OES.getTriStress(), pyNastran.op2.op2.OP2.printResults(), pyNastran.op2.tables.oes_stressStrain.oesnlxr.OESNLXR.readOESNLXR_Data_format1_sort0(), pyNastran.f06.tables.oes.OES.readTriStress(), and pyNastran.op2.writer.oesWriter.Oes1Writer.writeOES1().
Reimplemented in pyNastran.f06.f06.F06.
Definition at line 36 of file oes.py.
Referenced by pyNastran.f06.tables.oes.OES.getQuadStrains(), pyNastran.f06.tables.oes.OES.getQuadStress(), pyNastran.f06.tables.oes.OES.getTriStrain(), pyNastran.f06.tables.oes.OES.getTriStress(), pyNastran.op2.op2.OP2.printResults(), pyNastran.op2.tables.oes_stressStrain.oesnlxr.OESNLXR.readOESNLXR_Data_format1_sort0(), and pyNastran.op2.writer.oesWriter.Oes1Writer.writeOES1().
Reimplemented in pyNastran.f06.f06.F06.
Definition at line 36 of file oes.py.
Referenced by pyNastran.f06.tables.oes.OES.getSolidStrainPenta(), pyNastran.f06.tables.oes.OES.getSolidStrainTetra(), pyNastran.op2.op2.OP2.printResults(), pyNastran.op2.tables.oes_stressStrain.oesnlxr.OESNLXR.readOESNLXR_Data_format1_sort0(), pyNastran.f06.tables.oes.OES.readSolidStress(), pyNastran.f06.f06Writer.F06Writer.writeF06(), and pyNastran.op2.writer.oesWriter.Oes1Writer.writeOES1().
Reimplemented in pyNastran.f06.f06.F06.
Definition at line 36 of file oes.py.
Referenced by pyNastran.op2.op2.OP2.printResults(), pyNastran.op2.tables.oes_stressStrain.oesnlxr.OESNLXR.readOESNLXR_Data_format1_sort0(), pyNastran.f06.tables.oes.OES.readSolidStrain(), pyNastran.f06.tables.oes.OES.readSolidStress(), pyNastran.f06.f06Writer.F06Writer.writeF06(), and pyNastran.op2.writer.oesWriter.Oes1Writer.writeOES1().
Reimplemented in pyNastran.f06.f06.F06.
Definition at line 36 of file oes.py.
Referenced by pyNastran.f06.tables.oes.OES.getQuadCompositeStress(), pyNastran.op2.op2.OP2.printResults(), pyNastran.op2.tables.oes_stressStrain.oesnlxr.OESNLXR.readOESNLXR_Data_format1_sort0(), and pyNastran.op2.writer.oesWriter.Oes1Writer.writeOES1().
Reimplemented in pyNastran.f06.f06.F06.
Definition at line 36 of file oes.py.
Referenced by pyNastran.op2.op2.OP2.printResults(), pyNastran.op2.tables.oes_stressStrain.oesnlxr.OESNLXR.readOESNLXR_Data_format1_sort0(), and pyNastran.op2.writer.oesWriter.Oes1Writer.writeOES1().
Definition at line 36 of file oes.py.
Referenced by pyNastran.op2.op2.OP2.printResults(), and pyNastran.op2.tables.oes_stressStrain.oesnlxr.OESNLXR.readOESNLXR_Data_format1_sort0().
Definition at line 36 of file oes.py.
Referenced by pyNastran.op2.op2.OP2.printResults(), and pyNastran.op2.tables.oes_stressStrain.oesnlxr.OESNLXR.readOESNLXR_Data_format1_sort0().
Reimplemented in pyNastran.f06.f06.F06.
Definition at line 36 of file oes.py.
Referenced by pyNastran.op2.op2.OP2.printResults(), pyNastran.op2.tables.oes_stressStrain.oesnlxr.OESNLXR.readOESNLXR_Data_format1_sort0(), pyNastran.f06.f06Writer.F06Writer.writeF06(), and pyNastran.op2.writer.oesWriter.Oes1Writer.writeOES1().
Reimplemented in pyNastran.f06.f06.F06.
Definition at line 36 of file oes.py.
Referenced by pyNastran.op2.op2.OP2.printResults(), pyNastran.op2.tables.oes_stressStrain.oesnlxr.OESNLXR.readOESNLXR_Data_format1_sort0(), pyNastran.f06.f06Writer.F06Writer.writeF06(), and pyNastran.op2.writer.oesWriter.Oes1Writer.writeOES1().
Reimplemented in pyNastran.f06.f06.F06.
Definition at line 36 of file oes.py.
Referenced by pyNastran.op2.tables.oes_stressStrain.oesnlxr.OESNLXR.readOESNLXR_Data_format1_sort0().
Reimplemented in pyNastran.f06.f06.F06.
Definition at line 36 of file oes.py.
Referenced by pyNastran.op2.tables.oes_stressStrain.oesnlxr.OESNLXR.readOESNLXR_Data_format1_sort0().
Reimplemented in pyNastran.f06.f06.F06.
Definition at line 36 of file oes.py.
Referenced by pyNastran.op2.op2.OP2.printResults(), and pyNastran.f06.f06Writer.F06Writer.writeF06().
Reimplemented in pyNastran.f06.f06.F06.
Definition at line 36 of file oes.py.
Referenced by pyNastran.op2.op2.OP2.printResults(), and pyNastran.f06.f06Writer.F06Writer.writeF06().
Reimplemented in pyNastran.f06.f06.F06.
Definition at line 36 of file oes.py.
Referenced by pyNastran.f06.f06Writer.F06Writer.writeF06().
Reimplemented in pyNastran.f06.f06.F06.
Definition at line 36 of file oes.py.
Referenced by pyNastran.f06.f06Writer.F06Writer.writeF06().
Reimplemented in pyNastran.f06.f06.F06.
Definition at line 36 of file oes.py.
Referenced by pyNastran.op2.op2.OP2.printResults(), and pyNastran.f06.f06Writer.F06Writer.writeF06().
Reimplemented in pyNastran.f06.f06.F06.
Definition at line 36 of file oes.py.
Referenced by pyNastran.op2.op2.OP2.printResults(), and pyNastran.f06.f06Writer.F06Writer.writeF06().
Reimplemented in pyNastran.f06.f06.F06.
Definition at line 36 of file oes.py.
Referenced by pyNastran.f06.f06Writer.F06Writer.writeF06().
Reimplemented in pyNastran.f06.f06.F06.
Definition at line 36 of file oes.py.
Referenced by pyNastran.f06.f06Writer.F06Writer.writeF06().