complex Package¶
oes_bars Module¶
- class pyNastran.op2.tables.oes_stressStrain.complex.oes_bars.ComplexBarStrain(data_code, is_sort1, isubcase, dt)[source]¶
Bases: pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StrainObject
- # s_code=10
- S T R A I N 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 STRAIN SB-MAX SB-MIN M.S.-C
- class pyNastran.op2.tables.oes_stressStrain.complex.oes_bars.ComplexBarStress(data_code, is_sort1, isubcase, dt)[source]¶
Bases: pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StressObject
- # s_code=0
- C O M P L E X 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 )
- (MAGNITUDE/PHASE)
- ELEMENT LOCATION LOCATION LOCATION LOCATION AVERAGE
ID. 1 2 3 4 AXIAL STRESS
- 1 ENDA 9.331276E+04 9.331276E+04 9.331276E+04 9.331276E+04 0.0
- 180.0000 0.0 0.0 180.0000 0.0
oes_bush Module¶
- class pyNastran.op2.tables.oes_stressStrain.complex.oes_bush.ComplexBushStrain(data_code, is_sort1, isubcase, dt)[source]¶
Bases: pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StrainObject
- # s_code=10
- S T R A I N 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 STRAIN SB-MAX SB-MIN M.S.-C
- _ComplexBushStrain__write_f06_transient(header, page_stamp, page_num=1, f=None, is_mag_phase=False)¶
- class pyNastran.op2.tables.oes_stressStrain.complex.oes_bush.ComplexBushStress(data_code, is_sort1, isubcase, dt)[source]¶
Bases: pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StressObject
- # s_code=0
- C O M P L E X 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 )
- (MAGNITUDE/PHASE)
- ELEMENT LOCATION LOCATION LOCATION LOCATION AVERAGE
ID. 1 2 3 4 AXIAL STRESS
- 1 ENDA 9.331276E+04 9.331276E+04 9.331276E+04 9.331276E+04 0.0
- 180.0000 0.0 0.0 180.0000 0.0
- _ComplexBushStress__write_f06_transient(header, page_stamp, page_num=1, f=None, is_mag_phase=False)¶
oes_bush1d Module¶
- class pyNastran.op2.tables.oes_stressStrain.complex.oes_bush1d.ComplexBush1DStress(data_code, is_sort1, isubcase, dt)[source]¶
Bases: pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StressObject
- # s_code=0
- C O M P L E X 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 )
- (MAGNITUDE/PHASE)
- ELEMENT LOCATION LOCATION LOCATION LOCATION AVERAGE
ID. 1 2 3 4 AXIAL STRESS
- 1 ENDA 9.331276E+04 9.331276E+04 9.331276E+04 9.331276E+04 0.0
- 180.0000 0.0 0.0 180.0000 0.0
- _ComplexBush1DStress__write_f06_transient(header, page_stamp, page_num=1, f=None, is_mag_phase=False)¶
oes_plates Module¶
- class pyNastran.op2.tables.oes_stressStrain.complex.oes_plates.ComplexPlateArray(data_code, is_sort1, isubcase, dt)[source]¶
Bases: pyNastran.op2.tables.oes_stressStrain.real.oes_objects.OES_Object
- class pyNastran.op2.tables.oes_stressStrain.complex.oes_plates.ComplexPlateStrain(data_code, is_sort1, isubcase, dt)[source]¶
Bases: pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StrainObject
# ??? - is this just 11 ELEMENT STRAIN STRAINS IN ELEMENT COORD SYSTEM PRINCIPAL STRAINS (ZERO SHEAR) ID. CURVATURE NORMAL-X NORMAL-Y SHEAR-XY ANGLE MAJOR MINOR VON MISES # s_code=11 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 ELEMENT STRAIN STRAINS IN ELEMENT COORD SYSTEM PRINCIPAL STRAINS (ZERO SHEAR) ID GRID-ID CURVATURE NORMAL-X NORMAL-Y SHEAR-XY ANGLE MAJOR MINOR VON MISES # s_code=15 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 ) ELEMENT FIBER STRAINS IN ELEMENT COORD SYSTEM PRINCIPAL STRAINS (ZERO SHEAR) ID. DISTANCE NORMAL-X NORMAL-Y SHEAR-XY ANGLE MAJOR MINOR VON MISES # s_code=10 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 ELEMENT STRAIN STRAINS IN ELEMENT COORD SYSTEM PRINCIPAL STRAINS (ZERO SHEAR) MAX ID GRID-ID CURVATURE NORMAL-X NORMAL-Y SHEAR-XY ANGLE MAJOR MINOR SHEAR
- class pyNastran.op2.tables.oes_stressStrain.complex.oes_plates.ComplexPlateStrainArray(data_code, is_sort1, isubcase, dt)[source]¶
Bases: pyNastran.op2.tables.oes_stressStrain.complex.oes_plates.ComplexPlateArray, pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StrainObject
- class pyNastran.op2.tables.oes_stressStrain.complex.oes_plates.ComplexPlateStress(data_code, is_sort1, isubcase, dt)[source]¶
Bases: pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StressObject
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 ) (REAL/IMAGINARY) ELEMENT FIBRE - STRESSES IN ELEMENT COORDINATE SYSTEM - ID GRID-ID DISTANCE NORMAL-X NORMAL-Y SHEAR-XY
- 0 100 CEN/8 -2.500000E-02 0.0 / 0.0 0.0 / 0.0 0.0 / 0.0
- 2.500000E-02 0.0 / 0.0 0.0 / 0.0 0.0 / 0.0
- class pyNastran.op2.tables.oes_stressStrain.complex.oes_plates.ComplexPlateStressArray(data_code, is_sort1, isubcase, dt)[source]¶
Bases: pyNastran.op2.tables.oes_stressStrain.complex.oes_plates.ComplexPlateArray, pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StressObject
oes_rods Module¶
- class pyNastran.op2.tables.oes_stressStrain.complex.oes_rods.ComplexRodDamper(data_code, is_sort1, isubcase, dt)[source]¶
Bases: pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StressObject
- class pyNastran.op2.tables.oes_stressStrain.complex.oes_rods.ComplexRodStrain(data_code, is_sort1, isubcase, dt)[source]¶
Bases: pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StrainObject
- class pyNastran.op2.tables.oes_stressStrain.complex.oes_rods.ComplexRodStress(data_code, is_sort1, isubcase, dt)[source]¶
Bases: pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StressObject
oes_shear Module¶
- class pyNastran.op2.tables.oes_stressStrain.complex.oes_shear.ComplexShearStrain(data_code, is_sort1, isubcase, dt)[source]¶
Bases: pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StrainObject
- class pyNastran.op2.tables.oes_stressStrain.complex.oes_shear.ComplexShearStress(data_code, is_sort1, isubcase, dt)[source]¶
Bases: pyNastran.op2.tables.oes_stressStrain.real.oes_objects.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
oes_solids Module¶
- class pyNastran.op2.tables.oes_stressStrain.complex.oes_solids.ComplexSolidArray(data_code, is_sort1, isubcase, dt)[source]¶
Bases: pyNastran.op2.tables.oes_stressStrain.real.oes_objects.OES_Object
- class pyNastran.op2.tables.oes_stressStrain.complex.oes_solids.ComplexSolidStrain(data_code, is_sort1, isubcase, dt)[source]¶
Bases: pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StrainObject
- class pyNastran.op2.tables.oes_stressStrain.complex.oes_solids.ComplexSolidStrainArray(data_code, is_sort1, isubcase, dt)[source]¶
Bases: pyNastran.op2.tables.oes_stressStrain.complex.oes_solids.ComplexSolidArray, pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StrainObject
- class pyNastran.op2.tables.oes_stressStrain.complex.oes_solids.ComplexSolidStress(data_code, is_sort1, isubcase, dt)[source]¶
Bases: pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StressObject
- class pyNastran.op2.tables.oes_stressStrain.complex.oes_solids.ComplexSolidStressArray(data_code, is_sort1, isubcase, dt)[source]¶
Bases: pyNastran.op2.tables.oes_stressStrain.complex.oes_solids.ComplexSolidArray, pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StressObject
oes_springs Module¶
- class pyNastran.op2.tables.oes_stressStrain.complex.oes_springs.ComplexCelasStrain(data_code, is_sort1, isubcase, dt)[source]¶
Bases: pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StrainObject
- class pyNastran.op2.tables.oes_stressStrain.complex.oes_springs.ComplexCelasStress(data_code, is_sort1, isubcase, dt)[source]¶
Bases: pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StressObject
S T R E S S E S I N S C A L A R S P R I N G S ( C E L A S 2 ) TIME STRESS TIME STRESS TIME STRESS TIME STRESS 0.0 0.0 5.000000E-02 0.0 1.000000E-01 0.0 1.500000E-01 0.0 2.000000E-01 0.0 2.500000E-01 0.0 3.000000E-01 0.0 3.500000E-01 0.0