oef_force_objects Module¶

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class
pyNastran.op2.tables.oef_forces.oef_force_objects.FailureIndicesArray(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oef_forces.oef_force_objects.RealForceObject
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class
pyNastran.op2.tables.oef_forces.oef_force_objects.ForceObject(data_code, isubcase, apply_data_code=True)[source]¶
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class
pyNastran.op2.tables.oef_forces.oef_force_objects.RealBendForceArray(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oef_forces.oef_force_objects.RealForceObject
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class
pyNastran.op2.tables.oef_forces.oef_force_objects.RealCBar100ForceArray(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oef_forces.oef_force_objects.RealForceObjectCBAR-34s are converted to CBAR-100s when you have PLOAD1s (distributed bar loads). The number of stations by default is 2, but with a CBARAO, you can change this (max of 8 points; 6 internal points).
If you use a CBARO without PLOAD1s, you wil turn CBAR-34s into CBAR-100s as well.
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class
pyNastran.op2.tables.oef_forces.oef_force_objects.RealCBarFastForceArray(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oef_forces.oef_force_objects.RealForceObject34-CBAR 118-WELDP (MSC) 119-CFAST
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property
nnodes_per_element¶
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property
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class
pyNastran.op2.tables.oef_forces.oef_force_objects.RealCBarForceArray(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oef_forces.oef_force_objects.RealCBarFastForceArray34-CBAR
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class
pyNastran.op2.tables.oef_forces.oef_force_objects.RealCBeamForceArray(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oef_forces.oef_force_objects.RealForceObject
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class
pyNastran.op2.tables.oef_forces.oef_force_objects.RealCBeamForceVUArray(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oef_forces.oef_force_objects.RealForceObjectELTYPE = 191 Beam view element (VUBEAM)
2 PARENT I Parent p-element identification number 3 COORD I Coordinate system identification number 4 ICORD CHAR4 Flat/curved and so on
TCODE,7 = 0 Real 5 VUGRID I VU grid ID for output grid 6 POSIT RS x/L position of VU grid identification number 7 FORCEX RS Force x 8 SHEARY RS Shear force y 9 SHEARZ RS Shear force z 10 TORSION RS Torsional moment x 11 BENDY RS Bending moment y 12 BENDZ RS Bending moment z
DIRECT TRANSIENT RESPONSE ADAPTIVITY INDEX= 1
- 0 PVAL ID= 1 SUBCASE= 1
VU-ELEMENT ID = 100001002
F O R C E S I N P - V E R S I O N B E A M E L E M E N T S ( B E A M )
TIME = 0.000000E+00, P-ELEMENT ID = 1, OUTPUT COORD. ID = 0, P OF EDGES = 1
- VUGRID VUGRID DIST/ - BENDING MOMENTS - -WEB SHEARS - AXIAL TOTAL
ID. LENGTH PLANE 1 PLANE 2 PLANE 1 PLANE 2 FORCE TORQUE
111001002 0.333 0.000000E+00 0.000000E+00 0.000000E+00 0.000000E+00 0.000000E+00 0.000000E+00 111001003 0.667 0.000000E+00 0.000000E+00 0.000000E+00 0.000000E+00 0.000000E+00 0.000000E+00
F O R C E S I N P - V E R S I O N B E A M E L E M E N T S ( B E A M )
TIME = 1.000000E+00, P-ELEMENT ID = 1, OUTPUT COORD. ID = 0, P OF EDGES = 1
- VUGRID VUGRID DIST/ - BENDING MOMENTS - -WEB SHEARS - AXIAL TOTAL
ID. LENGTH PLANE 1 PLANE 2 PLANE 1 PLANE 2 FORCE TORQUE
111001002 0.333 0.000000E+00 0.000000E+00 0.000000E+00 0.000000E+00 9.982032E-01 0.000000E+00 111001003 0.667 0.000000E+00 0.000000E+00 0.000000E+00 0.000000E+00 9.982032E-01 0.000000E+00
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class
pyNastran.op2.tables.oef_forces.oef_force_objects.RealCBearForceArray(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oef_forces.oef_force_objects.RealForceMomentArray
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class
pyNastran.op2.tables.oef_forces.oef_force_objects.RealCBushForceArray(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oef_forces.oef_force_objects.RealForceMomentArray
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class
pyNastran.op2.tables.oef_forces.oef_force_objects.RealCFastForceArrayMSC(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oef_forces.oef_force_objects.RealForceMomentArray126-CFAST-MSC
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class
pyNastran.op2.tables.oef_forces.oef_force_objects.RealCFastForceArrayNX(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oef_forces.oef_force_objects.RealCBarFastForceArray119-CFAST
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class
pyNastran.op2.tables.oef_forces.oef_force_objects.RealCGapForceArray(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oef_forces.oef_force_objects.RealForceObject
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class
pyNastran.op2.tables.oef_forces.oef_force_objects.RealCShearForceArray(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oef_forces.oef_force_objects.RealForceObject-
property
nnodes_per_element¶
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property
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class
pyNastran.op2.tables.oef_forces.oef_force_objects.RealCWeldForceArray(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oef_forces.oef_force_objects.RealCBarFastForceArray117-CWELD
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class
pyNastran.op2.tables.oef_forces.oef_force_objects.RealConeAxForceArray(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oef_forces.oef_force_objects.RealForceObject
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class
pyNastran.op2.tables.oef_forces.oef_force_objects.RealDamperForceArray(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oef_forces.oef_force_objects.RealSpringDamperForceArray-
property
nnodes_per_element¶
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property
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class
pyNastran.op2.tables.oef_forces.oef_force_objects.RealForceMomentArray(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oef_forces.oef_force_objects.RealForceObject-
property
nnodes_per_element¶
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property
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class
pyNastran.op2.tables.oef_forces.oef_force_objects.RealForceObject(data_code, isubcase, apply_data_code=True)[source]¶ Bases:
pyNastran.op2.tables.oef_forces.oef_force_objects.ForceObject-
property
is_complex¶
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property
is_real¶
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property
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class
pyNastran.op2.tables.oef_forces.oef_force_objects.RealForceVU2DArray(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oef_forces.oef_force_objects.RealForceObjectF O R C E S I N P - V E R S I O N T R I A N G U L A R E L E M E N T S ( T R I A 3 )
- TIME = 2.500000E-03, P-ELEMENT ID = 11, OUTPUT COORD. ID = 0, P OF EDGES = 3 3 3
LOCAL X DIR. = PROJECTED +X DIR., LOCAL NORMAL = COUNTER-CLOCKWISE, ANGLE = 0.0000
- VUGRID - MEMBRANE FORCES - - BENDING MOMENTS - - TRANSVERSE SHEAR FORCES -
ID. FX FY FXY MX MY MXY QX QY
111001001 1.497761E+02 4.493284E+01 1.755556E+01 4.601057E+02 1.380317E+02 3.821717E+01 1.924838E+01 1.298280E-13 111001002 -1.284408E+01 -9.296992E-01 -6.540499E+00 -3.195809E+01 9.447659E+01 2.340929E+00 -4.620755E-01 1.074264E+01 111001003 -1.336704E+02 -4.010114E+01 1.236144E+01 4.553836E+02 1.366151E+02 -2.018654E+01 9.028288E+01 -1.651896E-13
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write_f06(f06_file, header=None, page_stamp='PAGE %s', page_num=1, is_mag_phase=False, is_sort1=True)[source]¶ F O R C E S I N P - V E R S I O N T R I A N G U L A R E L E M E N T S ( T R I A 3 )
- TIME = 2.500000E-03, P-ELEMENT ID = 11, OUTPUT COORD. ID = 0, P OF EDGES = 3 3 3
LOCAL X DIR. = PROJECTED +X DIR., LOCAL NORMAL = COUNTER-CLOCKWISE, ANGLE = 0.0000
- VUGRID - MEMBRANE FORCES - - BENDING MOMENTS - - TRANSVERSE SHEAR FORCES -
ID. FX FY FXY MX MY MXY QX QY
111001001 1.497761E+02 4.493284E+01 1.755556E+01 4.601057E+02 1.380317E+02 3.821717E+01 1.924838E+01 1.298280E-13 111001002 -1.284408E+01 -9.296992E-01 -6.540499E+00 -3.195809E+01 9.447659E+01 2.340929E+00 -4.620755E-01 1.074264E+01 111001003 -1.336704E+02 -4.010114E+01 1.236144E+01 4.553836E+02 1.366151E+02 -2.018654E+01 9.028288E+01 -1.651896E-13
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class
pyNastran.op2.tables.oef_forces.oef_force_objects.RealPlateBilinearForceArray(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oef_forces.oef_force_objects.RealForceObject-
property
nnodes_per_element¶
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property
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class
pyNastran.op2.tables.oef_forces.oef_force_objects.RealPlateForceArray(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oef_forces.oef_force_objects.RealForceObject-
property
nnodes_per_element¶
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property
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class
pyNastran.op2.tables.oef_forces.oef_force_objects.RealRodForceArray(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oef_forces.oef_force_objects.RealForceObject-
classmethod
add_static_case(table_name, element_name, element, data, isubcase, is_sort1=True, is_random=False, is_msc=True, random_code=0, title='', subtitle='', label='')[source]¶
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property
nnodes_per_element¶
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classmethod
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class
pyNastran.op2.tables.oef_forces.oef_force_objects.RealSolidPressureForceArray(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oef_forces.oef_force_objects.RealForceObject
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class
pyNastran.op2.tables.oef_forces.oef_force_objects.RealSpringDamperForceArray(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oef_forces.oef_force_objects.RealForceObject-
classmethod
add_static_case(table_name, element_name, element, data, isubcase, is_sort1=True, is_random=False, is_msc=True, random_code=0, title='', subtitle='', label='')[source]¶
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classmethod
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class
pyNastran.op2.tables.oef_forces.oef_force_objects.RealSpringForceArray(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oef_forces.oef_force_objects.RealSpringDamperForceArray-
property
nnodes_per_element¶
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property
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class
pyNastran.op2.tables.oef_forces.oef_force_objects.RealViscForceArray(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oef_forces.oef_force_objects.RealForceObject-
property
nnodes_per_element¶
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property