oes_stress_strain Package¶
oes_nonlinear_rod Module¶

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class
pyNastran.op2.tables.oes_stressStrain.oes_nonlinear_rod.RealNonlinearRodArray(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oes_stressStrain.real.oes_objects.OES_ObjectELEMENT-ID = 102 N O N L I N E A R 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 ) TIME AXIAL STRESS EQUIVALENT TOTAL STRAIN EFF. STRAIN EFF. CREEP LIN. TORSIONAL STRESS PLASTIC/NLELAST STRAIN STRESS 2.000E-02 1.941367E+01 1.941367E+01 1.941367E-04 0.0 0.0 0.0 3.000E-02 1.941367E+01 1.941367E+01 1.941367E-04 0.0 0.0 0.0
tested by elements/loadstep_elements.op2
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property
is_complex¶
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property
is_real¶
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property
nnodes_per_element¶
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property
oes_objects Module¶

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class
pyNastran.op2.tables.oes_stressStrain.real.oes_objects.OES_Object(data_code, isubcase, apply_data_code=True)[source]¶ Bases:
pyNastran.op2.result_objects.op2_objects.BaseElement-
property
is_curvature¶
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property
is_fiber_distance¶
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property
is_max_shear¶
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property
is_stress¶
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property
is_von_mises¶
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property
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class
pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StrainObject(data_code, isubcase)[source]¶ Bases:
pyNastran.op2.tables.oes_stressStrain.real.oes_objects.OES_Object-
property
is_strain¶
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property
is_stress¶
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property
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class
pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StressObject(data_code, isubcase)[source]¶ Bases:
pyNastran.op2.tables.oes_stressStrain.real.oes_objects.OES_Object-
property
is_strain¶
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property
is_stress¶
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property