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STRESS / ELSTRESS

STRESS / ELSTRESS

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STRESS / ELSTRESS

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I/O Options and Subcase Information Entry

STRESS - Output Request

Description

The STRESS command can be used in the I/O Options or Subcase Information sections to request stress output for all subcases or individual subcases, respectively.

Format

STRESS (sorting,format_list,form,type,location,random,peakoutput,modal,surf,Neuber, RTHRESH=rthresh, THRESH=thresh, TOP=topn, RTOP=rtop) = option

Argument

Options

Description

sorting

<SORT1, SORT2>

Default = blank

This argument only applies to the PUNCH format (.pch file) or the OUTPUT2 format (.op2 file) output for normal modes, frequency response, and transient subcases. It will be ignored without warning if used elsewhere.

SORT1:

Results for each frequency/timestep are grouped together.

SORT2:

Results for each grid/element are grouped together (Comment 12).

blank:

For normal modes analysis, SORT1 is used; for frequency response analysis, if element SET is not specified, SORT1 is used, otherwise, SORT2 is used; for transient analysis, SORT2 is used.

 

format

<HM, H3D, OPTI, PUNCH, OP2, PATRAN, APATRAN, PLOT, blank>

Default = blank

HM:

Results are output in HyperMesh results format (.res file). Refer to Stress Results Written in HyperMesh .res Format.

H3D:

Results are output in Hyper3D format (.h3d file). Refer to Stress Results Written in HyperView .h3d Format.

OPTI:

Results are output in OptiStruct results format (multiple files).

PUNCH:

Results are output in Nastran punch results format (.pch file). Refer to Stress Results Written in Nastran .op2 and .pch formats.

OP2:

Results are output in Nastran output2 format (.op2 file) (see comment 15, and also refer to Stress Results Written in Nastran .op2 and .pch Formats).

PATRAN:

Results are output in Patran format (multiple files).

APATRAN:

Results are output in Patran format (multiple files).

PLOT:

Results are output in Nastran output2 format (.op2 file) when PARAM, POST is defined in the bulk data section. Refer to Stress Results Written in Nastran .op2 and .pch Formats.

If PARAM, POST is not defined in the bulk data section, this format allows the form for complex results to be defined for XYPUNCH output, without having other output.

blank:

Results are output in all active formats for which the result is available.

 

form

<COMPLEX, REAL, IMAG, PHASE, BOTH>

Default (HM only) = COMPLEX

Default (all other formats) = REAL

COMPLEX (HM only), blank:

Provides a combined magnitude/phase form of complex output to the .res file for the HM output format.

REAL or IMAG:

Provides rectangular format (real and imaginary) of complex output.

PHASE:

Provides polar format (phase and magnitude) of complex output.

BOTH (HM only):

Provides both rectangular and polar formats of complex output.

 

type

<VON, PRINC, MAXS, SHEAR, ALL, TENSOR, DIRECT>

Default = ALL, TENSOR

VON:

Only von Mises stress results are output (HM, OPTI, and H3D only).

PRINC, MAXS, SHEAR:

von Mises and maximum principal stress results are output (HM and H3D only).

ALL:

All stress results are output.

TENSOR:

All stress results are output. Tensor format is used for H3D output.

DIRECT:

All stress results are output. Direct format is used for H3D output.

 

location

<CENTER, CUBIC, SGAGE, CORNER, BILIN, GAUSS>

Default = CENTER

CENTER:

Element stresses for shell and solid elements are output at the element center only.

CUBIC:

Element stresses for shell  elements are output at the element center and grid points using the strain gage approach with cubic bending correction.

SGAGE:

Element stresses for shell  elements are output at the element center and grid points using the strain gage approach.

CORNER or BILIN:

Element stresses for shell and solid elements are output at the element center and grid points using bilinear extrapolation (Comment 18).

GAUSS:

Element stresses for shell and solid elements are output at the element center and the Gauss integration points (Comment 18).

 

random

<PSDF, RMS>

No default

PSDF:

Requests PSD and RMS results from random response analysis to be output for solid and shell elements only (Comment 13).

Only valid for OUTPUT2 and H3D formats. The "RMS over Frequencies" output is at the end of the Random results in the .h3d file and labeled "Simulation 1" in the .op2 file.

RMS:

Requests only the “RMS over Frequencies” result from random response analysis to be output for solid and shell elements only (Comment 13).

Valid only for OUTPUT2 and H3D formats. It is labeled “Simulation 1” in the .op2 file.

 

peakoutput

<PEAKOUT>

Default = blank

If PEAKOUT is present, only the filtered frequencies from the PEAKOUT card will be considered for this output.

 

modal

<MODAL>

Default = blank

If MODAL is present, stresses of the structural modes and residual vectors are output to the H3D, PUNCH and OUTPUT2 files for modal frequency response and transient analysis.

 

surf

<SURF>

Default = blank

If SURF is present, OptiStruct automatically creates a 2D skin on the outer surfaces of solid elements in the model. The stresses of the skin elements are output based on the selected option.

 

Neuber

<NEUBER>

Default = blank

If NEUBER is present, the von Mises stresses, corrected with Neuber rule are output to the H3D file (Comment 19).

 

mnf

<MNF, NOMNF>

Default = MNF

MNF: Stresses are output to the .mnf file.

NOMNF: Stresses are excluded from the .mnf file.

 

THRESH

<thresh>

Real

Default = blank

Specifies an absolute threshold under which stress results should not be output (Comment 17).

 

RTHRESH

<rthresh>

0.0 < Real < 1.0

Default = blank

Specifies a relative threshold as a fraction of the maximum von Mises stress under which results should not be output. For example, if VMS is the maximum von Mises stress in the model, then stress results below VMS*rthresh are excluded from the output.

 

TOP

<topn>

Integer>0

Default = blank

Only the top “topn” stress values should be output.

 

RTOP

<rtop>

0.0 < Real < 1.0

Default = blank

Only the top fraction (“rtop”) of the total number of stress values should be output. For example, if STOT is the total number of stress values in the model, then only the top STOT*rtop values are output.

 

option

<YES, ALL, NO, NONE, SID, PSID>

Default = ALL

YES, ALL, blank:

Stress results are output for all elements.

NO, NONE:

Stress results are not output.

SID:

If a set ID is given, stress results are output only for elements listed in that set.

PSID:

If a property set ID is given, stress results for the elements referencing properties listed in the property set are output.

Comments

1.When a STRESS command is not present, stress results are output for all elements for all linear static analysis, nonlinear quasi-static gap analysis, and inertia relief analysis subcases.
2.HyperView can internally derive STRESS results from the stress tensor when the options TENSOR or ALL are used. If the option DIRECT is used, it will display the stress result that were directly computed.
3.For elements that reference PCOMP or PCOMPG properties, the STRESS I/O option controls only stress results for the homogenized composite. The CSTRESS I/O option must be used to obtain ply stress and failure index results.
4.The von Mises and Principal stresses are not directly output for frequency response analysis. However, if the TENSOR or ALL option is selected, HyperView can internally derive the von Mises and Principal STRESS results from the stress tensor for frequency response analysis.
5.The form argument is only applicable for frequency response analysis. It is ignored in other instances.
6.The forms BOTH and COMPLEX do not apply to the .frf output files.
7.Multiple formats are allowed on the same entry; these should be comma separated. If a format is not specified, this output control applies to all formats defined by the OUTPUT command, for which the result is available. See Results Output for information on which results are available in which formats.
8.Multiple instances of this card are allowed; if instances are conflicting, the last instance dominates.
9.For optimization, the frequency of output to a given format is controlled by the I/O option OUTPUT.
10.For normal modes analysis output, if there is USET U6 data, the stresses for each residual displacement vector associated with the USET U6 DOF are also output to the H3D, PUNCH, and OUTPUT2 files.
11.For modal frequency response and transient analysis, the stress vectors associated with the residual vectors are written to the .op2 and .pch files after the modal stress vectors if the keyword MODAL is used.
12.In general, HyperView does not recognize the SORT2 format for results from the .op2 file. When results are output only in SORT2 format (<Result Keyword> (SORT2, OUTPUT2, ….)), the results are written by OptiStruct into the .op2 file in SORT2 format, but when the .op2 file is imported into HyperView, the results in SORT2 format are not recognized. Therefore, the SORT1 option is recommended for results output in OUTPUT2 format and SORT2 option is recommended for results output in PUNCH format.
13.PSDF and RMS von Mises stress results based on the Segalman Method are also written to the .h3d file for Random Response Analysis (only available in the H3D format).
14.The four-letter abbreviation STRE is interchangeable with STRESS.
15.format=OUTPUT2 can also be used to request results to be output in the Nastran output2 format (.op2 file).
16.STRESS(SURF) is not available for EXPDYN solution sequences. OptiStruct will error out, if EXPDYN is the only subcase in the model, and will display a warning message, if there are other subcases in the model, for which STRESS(SURF) can be output. STRESS(SURF) is not available, if neither MAT nor MAT2 are not assigned to the solid materials in the model. Additionally, STRESS(SURF) output is also not available, if MAT1 (with MATS1) is assigned to the elements in the model. Surface shell is not generated if there are only nonlinear materials in the model.
17.The threshold options (THRESH, RTHRESH, TOP, and RTOP) are available in H3D, OP2, and PUNCH format for static, normal mode, frequency response, transient, and random response analyses only. For h3d, the filter is applied to each dimension of elements (shells, solids, beams, welds, etc.), while for op2 and punch, it is applied to each element type (quad4, tria3, quad8, etc.).
18.To display CORNER/GAUSS stress results in HyperView, activate the Use Corner Results check box in the Contour panel.
19.Neuber corrected stresses are calculated based on the von Mises stresses from elastic analysis, the Young’s modulus, and the nonlinear material properties defined on MATS1 bulk data entry.

See Also:

I/O Options Section

I/O Options by Function

The Input File