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FORCE/ELFORCE

In document OptiStruct 13.0 Reference Guide (Page 89-94)

I/O Options and Subcase Information Entry FORCE - Output Request

Description

The FORCE command can be used in the I/O Options or Subcase Information sections to request element force output for all subcases or individual subcases respectively. Format

FORCE (sorting, format_list, form, type, location, random, peakoutput, modal) = 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 (See comment 8).

blank: For frequency response analysis, if no element SET is specified, SORT1 is used, otherwise, SORT2 is used; for transient analysis, SORT2 is used.

format <HM, H3D, OPTI, PUNCH, OP2, PLOT, blank>

Default = blank

HM: Results are output in HyperMesh

result format (.res file). H3D: Results are output in Hyper3D

format (.h3d file).

OPTI: Results are output in OptiStruct results format (.force file).

Argument Options Description

PUNCH: Results are output in Nastran punch results format (.pch file). OP2: Results are output in Nastran

output2 format (.op2 file) (see comment 11).

PLOT: Results are output in Nastran output2 format (.op2 file) when PARAM, POST is defined in the bulk data section.

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, 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 <TENSOR, DIRECT> Default = TENSOR

TENSOR: Force results are output for all solution sequences in which force results are supported. The Tensor

Argument Options Description

format is used for H3D output (See comment 9).

DIRECT: Force results are output for all solution sequences in which force results are supported. The Direct format is used for H3D output (See comment 9).

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

Default = CENTER

CENTER: Element forces for shell and solid elements are output at the element center only.

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

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

CORNER or BILIN:

Element forces for shell elements are output at the element center and at the grid points using bilinear extrapolation.

random <PSDF, RMS> No default

PSDF: Requests PSD and RMS results

from random response analysis to be output for CBUSH elements only.

Only valid for H3D format. The "RMS over Frequencies" output is at the end of the Random results in the .h3d file.

RMS: Requests only the “RMS over

Frequencies” result from random response analysis to be output for CBUSH elements only.

Argument Options Description

Valid only for the H3D format.

peakoutput <PEAKOUT> Default = blank

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

modal <MODAL> Default = blank

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

option <YES, ALL, NO, NONE, SID> Default = ALL

YES, ALL, blank:

Element force is output for all valid elements.

NO, NONE: Force is not output.

SID: If a set ID is given, force is output only for valid elements listed in that set.

Comments

1. When neither FORCE nor ELFORCE commands are present, force is not output.

2. FORCE results are available for ELAS (CELAS1, CELAS2, CELAS3, CELAS4), ROD (CROD), BAR (CBAR, CBEAM), BUSH (CBUSH), PLATE (CQUAD, CTRIA), GAP (CGAP), FASTENER (CFAST)*, VISCOUS DAMPER (CVISC), SCALAR DAMPER (CDAMP1, CDAMP2, CDAMP3, CDAMP4) and WELD (CWELD) elements.

* CFAST elements or their corresponding force results are available for post-processing in HyperView only if the .fem file is loaded as a model (procedure used in comment 9). 3. The form argument is only applicable for frequency response analysis. It is ignored in

other instances.

5. Multiple formats are allowed on the same entry; these should be comma separated. If no format is specified, then this output control applies to all formats defined by OUTPUT or FORMAT commands for which the result is available. See Results Output for information on which results are available in which formats.

6. Multiple instances of this card are allowed; if instances are conflicting, the last instance dominates.

7. For optimization, the frequency of output to a given format is controlled by the I/O option OUTPUT. In previous versions of OptiStruct, a combination of the I/O options FORMAT and RESULTS were used; this method is still supported, but not recommended as it does not allow different frequencies for different formats.

8. 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.

9. Vector and Tensor plots of some element force results (weld, beam/bar and gap

elements) are available for post-processing in HyperView only if the .fem file is loaded in the Load Model field and the results file is loaded in the Load Results field (below is an example illustration of the HyperView Load model and results: panel).

Make sure that the Advanced option is selected from the Result Math Template: menu.

10. For shell elements force results are given as force/unit length.

11. format=OUTPUT2 can also be used to request results to be output in the Nastran output2 format (.op2 file).

FORMAT

In document OptiStruct 13.0 Reference Guide (Page 89-94)