oee_energy Package¶
oee_objects
Module¶
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class
pyNastran.op2.tables.oee_energy.oee_objects.
ComplexStrainEnergyArray
(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.result_objects.op2_objects.BaseElement
FREQUENCY = 2.000000E+03 E L E M E N T S T R A I N E N E R G I E S ( A V E R A G E ) ELEMENT-TYPE = QUAD4 * TOTAL ENERGY OF ALL ELEMENTS IN PROBLEM = 1.611784E-08 SUBCASE 1 * TOTAL ENERGY OF ALL ELEMENTS IN SET -1 = 1.611784E-08 0 ELEMENT-ID STRAIN-ENERGY (MAG/PHASE) PERCENT OF TOTAL STRAIN-ENERGY-DENSITY 5 2.027844E-10 / 0.0 1.2581 2.027844E-09
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is_complex
¶
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is_real
¶
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class
pyNastran.op2.tables.oee_energy.oee_objects.
RealStrainEnergyArray
(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.result_objects.op2_objects.BaseElement
E L E M E N T S T R A I N E N E R G I E S ELEMENT-TYPE = QUAD4 * TOTAL ENERGY OF ALL ELEMENTS IN PROBLEM = 9.817708E+08 SUBCASE 1 * TOTAL ENERGY OF ALL ELEMENTS IN SET 1 = 4.192036E+08 ELEMENT-ID STRAIN-ENERGY PERCENT OF TOTAL STRAIN-ENERGY-DENSITY 12 2.291087E+07 2.3336 2.291087E+02 13 1.582968E+07 1.6124 1.055312E+02 14 6.576075E+07 6.6982 3.288037E+02
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build_dataframe
(self)[source]¶ major-axis - the axis
mode 1 2 3 freq 1.0 2.0 3.0 ElementID Item 1 T1
- major_axis / top = [
- [1, 2, 3], [1.0, 2.0, 3.0]
] minor_axis / headers = [ese, %, sed] name = mode
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is_complex
¶
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is_real
¶
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onr
Module¶
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class
pyNastran.op2.tables.oee_energy.onr.
ONR
[source]¶ Bases:
pyNastran.op2.op2_interface.op2_common.OP2Common
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get_onr_prefix_postfix
(self)[source]¶ Creates the prefix/postfix that splits off ATO, CRM, PSD, nonlinear, etc. results. We also fix some of the sort bits as typing:
STRESS(PLOT,SORT1,RALL) = ALLwill actually create the OESRMS2 table (depending on what else is in your case control). However, it’s in an OESATO2 table, so we know it’s really SORT2.
Also, if you’re validating the sort_bit flags, *RMS2 and *NO2 are actually SORT1 tables.
NX Case Control Block Description =============== ========== =========== NLSTRESS OESNLXR Nonlinear static stresses BOUTPUT OESNLBR Slideline stresses STRESS OESNLXD Nonlinear Transient Stresses STRESS OES1C/OSTR1C Ply stresses/strains STRESS OES1X Element stresses with intermediate (CBAR and CBEAM)
station stresses and stresses on nonlinear elementsSTRESS OES/OESVM Element stresses (linear elements only) STRAIN OSTR1 Element strains STRESS/STRAIN DOES1/DOSTR1 Scaled Response Spectra MODCON OSTRMC Modal contributions
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