oef_force_objects
Module¶
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class
pyNastran.op2.tables.oef_forces.oef_force_objects.
FailureIndices
(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.RealForceObject
CBAR-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.
RealCBarForceArray
(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oef_forces.oef_force_objects.RealForceObject
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nnodes_per_element
¶
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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.RealForceObject
ELTYPE = 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.
RealCBushForceArray
(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.
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
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nnodes_per_element
¶
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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
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nnodes_per_element
¶
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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
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is_complex
¶
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is_real
¶
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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.RealForceObject
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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write_f06
(self, 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
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nnodes_per_element
¶
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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
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nnodes_per_element
¶
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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
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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
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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
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nnodes_per_element
¶
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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
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nnodes_per_element
¶
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