pyNastran  0.5.0
pyNastran BDF Reader/Writer, OP2 Parser, and GUI
pyNastran.f06.tables.oes.OES Class Reference
Inheritance diagram for pyNastran.f06.tables.oes.OES:
pyNastran.f06.f06.F06

List of all members.

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

Detailed Description

Definition at line 35 of file oes.py.


Constructor & Destructor Documentation

Definition at line 36 of file oes.py.


Member Function Documentation

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.

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().

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().

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().

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().

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.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().


Member Data Documentation


The documentation for this class was generated from the following file:
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