LDREAD, Lab
, LSTEP
, SBSTEP
, TIME
, KIMG
, Fname
, Ext
, --
Reads results from the results file and applies them as
loads.
Lab
Valid load label:
TEMP | — | Temperatures from a thermal analysis are applied as body force nodal loads (BF) in a structural analysis, an explicit dynamic analysis, or other type of analysis. When used in conjunction with See the "Notes" section for details on transferring temperatures from layered thermal shell elements (SHELL131, SHELL132) and layered thermal solid elements (SOLID278, SOLID279). |
FORC | — | Forces from an electromagnetic analysis are applied as force loads (F) in a structural analysis. LDREAD,FORC reads coupling forces. See the discussion on force computation in the Low-Frequency Electromagnetic Analysis Guide. For a full harmonic magnetic analysis, FORC represents the
time-averaged force (use in conjunction with |
HGEN | — | Heat generations from an electromagnetic
analysis are applied as body force loads (BFE)
in a thermal analysis. For a full harmonic analysis, HGEN represents
the time-averaged heat generation load (use in conjunction with |
JS | — | Source current density from a current-conduction analysis are applied as body force loads (BFE). Values are in the global Cartesian coordinate system. |
EF | — | Electric field element centroid values from an electrostatic analysis are applied as body force loads (BFE) in a magnetic analysis. Values are in the global Cartesian coordinate system. |
REAC | — | Reaction loads from any analysis are applied as force loads (F) in any analysis. Values are in the nodal coordinate system. |
CONC | — | Concentrations from a diffusion analysis are applied to a subsequent diffusion analysis as
nodal loads (D) or initial conditions (IC)
when used in conjunction with |
VMEN | — | Mean flow velocities from a static mean flow analysis are applied to a subsequent harmonic solution of the convective wave equation as body force loads (BF). |
VOLT | — | Voltages from an electric, electrostatic, or electromagnetic analysis are
applied to a subsequent electric, electrostatic, or electromagnetic analysis as
nodal loads (D) when |
LSTEP
Load step number of the data set to be read. Defaults
to 1. If LAST, ignore SBSTEP
and TIME
and read the last data set.
SBSTEP
Substep number (within LSTEP
). If zero (or blank), LSTEP
represents
the last substep of the load step.
TIME
Time-point identifying the data set to be read. Used
only if both LSTEP
and SBSTEP
are zero (or blank). If TIME
is between
two solution time points on the results file, a linear interpolation
is done between the two data sets. If TIME
is beyond the last time point on the file, use the last time point.
KIMG
When used with results from harmonic analyses (ANTYPE,HARMIC) KIMG
establishes
which set of data to read:
0 | — | Read the real part of the solution.
Valid also for |
1 | — | Read the imaginary part of the solution. |
2 | — | Calculate and read the time-average
part. Meaningful for |
When used with the PRES label, KIMG
represents the shell element face on which to
apply the pressure:
1 | — | Apply pressure to face 1 |
2 | — | Apply pressure to face 2 |
When used with the TEMP label, KIMG
indicates how temperatures are to be applied. In an explicit dynamic
analysis, KIMG = 0 is the only valid option for applying temperature
loads.
When used with the CONC label, KIMG
indicates how concentrations are to be applied.
When used with the VOLT label, KIMG
indicates how voltages are to be applied.
Fname
File name and directory path (248 characters maximum, including the characters needed for the directory path). An unspecified directory path defaults to the working directory; in this case, you can use all 248 characters for the file name.
The file name defaults to Jobname.
Ext
Filename extension (eight-character maximum).
The extension defaults to RST (or RMF for a static mean flow analysis)
if Fname
is blank.
--
Unused field.
The LDREAD command reads results data from the results file and applies them as loads.
The command can also apply results from an analysis defined with one physics environment as loads on a second analysis using a different physics environment. Results values are applied as loads for field-coupling effects (for example, output temperatures from a thermal analysis as input to a structural analysis).
The command works based on the assumption that the meshes have not changed.
Nodal loads are applied only to selected nodes. Element loads are applied only to selected elements. Element surface loads are applied only to selected elements where all face nodes for that surface are selected.
To assure proper distribution of the surface loads, select only the nodes on the element face where the surface load is to be applied.
Scaling and accumulation specifications are applied as the loads are read via the following commands:
The BFCUM, SFCUM, and FCUM commands do not work for tabular boundary conditions or temperature loads applied to an explicit dynamics analysis via LDREAD.
List the results via the appropriate list command:
Values may be redefined after being read by issuing LDREAD again with a different load step and substep, or time value.
When using LDREAD in an explicit dynamic analysis to read in temperatures, temperature loading cannot be applied via the EDLOAD,,TEMP command. Furthermore, any temperature loading defined by LDREAD cannot be listed or deleted by EDLOAD.
This command is also valid in PREP7.
Transferring Temperature Output from SHELL131 and SHELL132
If a thermal analysis uses SHELL131 or SHELL132 thermal shell elements, temperatures can be transferred as body force element loads (BFE). In most cases, only the top and bottom temperatures from SHELL131 and SHELL132 are used by the structural shell elements; any interior temperatures are ignored. However, all temperatures are used by SHELL181 having section input, and SHELL281 having section input; for these elements, therefore, the number of temperature points at a node generated in the thermal model must match the number of temperature points at a node needed by the structural model.
When using SHELL131 or SHELL132 information for the LDREAD operation, all element types should specify the same set of thermal degrees of freedom.
Transferring Temperature Output from SOLID278 and SOLID279
If a thermal analysis uses SOLID278 or SOLID279 thermal solid elements, the temperatures are available either at the nodes (KEYOPT(3) = 0) or at the nodes and layers (KEYOPT(3) = 1 or 2). Under normal circumstances, only the nodal temperatures are transferred to the structural elements.
However, if the structural elements are layered solids (KEYOPT(3) = 1 for SOLSH190, SOLID185, SOLID186) and the thermal elements have KEYOPT(3) = 1 or 2 (layered solid) and KEYOPT(8) = 1 (store data for all layers), then the layer temperatures are transferred to the structural elements. If the number of layers do not match, the algorithm reverts back to nodal temperature transfer.
KIMG
= 0 (body loads) is the only valid mode
for layered temperature transfer.