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This task shows how to:
The Compute command is most often applied to Analysis Case
Solutions (which are particular types of objects sets). In this case, it
generates the analysis case solution, along with partial results for all
objects involved in the definition of the Analysis Case.
The primary Static Solution Computation result consists of
a displacement vector whose components represent the values of the system
degree of freedom. This result can be further processed to produce other
results such as stresses, reaction forces and so forth.
The program can compute simultaneously several Solution
objects sets, with optimal parallel computation whenever applicable. |
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Avoid having CATAnalysis documents automatically saved.
To know more, refer to Computing
Objects Sets.
Computing a Static Solution
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Open the
Sample08.CATAnalysis document from the samples directory for this task. |
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Click Compute
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The Compute dialog box appears.
For more details about the Compute dialog box, refer to
Computing Object Sets. |
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Select All (or Analysis Case Solution
Selection) from the list.
In this case, the program will compute by default all
objects up to (and including) the Static Case Solution in the
analysis features tree. |
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Select the Preview check box.
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Click OK.
The estimates are displayed in the Computation
Resources Estimation dialog box. You can proceed with the computation
or choose to postpone it.
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Click Yes to launch the computation.
The Progress Bar dialog box provides a series of
status messages (Meshing, Factorization,
Solution) that inform you of the degree of advancement of the
computation process.
The Static Analysis Solution is computed and can be
visualized.
Upon successful completion of the computation, the
FEM mesh is visualized on your part, and the status of all objects in
the analysis specification tree up to the Static Case Solution
objects set is changed to valid. You can now:
- Analyze the report of the computation
- Visualize images for various results.
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Products in Analysis Workbench
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The status and results of all intermediate computations
necessary to compute the solution are reported in HTML format. For more
detail see the basic global Report capability.
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To display CPU time and memory requirement estimates
prior to launching any computations, activate the Estimates switch in the
Update dialog box.
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Computing a Static Multi Loads Solution
The solution of a static case containing a multi load set
is multi occurrence, each occurrence corresponds to a load set.
To know more about multi loads set, refer to
Static Multi Loads Case. |
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Static Multi Loads cases are only available with the
ELFINI Structural Analysis (EST) product. |
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Open the
sample46.CATAnalysis document from the samples directory for this task. |
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Click Compute
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The Compute dialog box appears.
For more details about the Compute dialog box, refer to
Computing Object Sets. |
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Select Analysis Case Solution Selection from
the list.
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Do not use the Selection by Restraint to compute a
static multi-load solution. |
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Select Static Case Solution.3 in the
specification tree.
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Clear the Preview check box.
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Click OK.
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Exporting Solutions
You can export displacements corresponding to a static
solution.
The displacement export is the first step of the displacement transfer
between a document to another.
You can export displacements belonging to:
The computed data will be stored in a .CATAnalysisExport
file.
To know more about the recommended methodology to use the
transfer of displacements, refer to
More About Transfer of Displacements. |
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Only available with the ELFINI Structural Analysis (EST)
product. |
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You can only export solutions of static analysis cases.
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The static solution you want to export must be computed.
To know how to compute a static solution, refer to Computing Static
Solutions.
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Multi selection of static solution to be exported is
available.
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Open the
sample46.CATAnalysis document from the samples directory for this task.
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Right-click Static Case Solution.1 and select
Export > Solution.
The Export dialog box
appears.
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Export File
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Occurrences: lets you choose the
occurrences you want to export.
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Sub Analysis: lets you export the part
of displacements corresponding to the selected sub analysis.
This filter lets you transfer displacements from an assembly of
analysis to a sub analysis.
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This filter is available only on solutions
contained in the assembled analysis.
It is not available in the sub analyses or if you are not in
the context of an assembly of analyses.. |
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Click Browse.
The Save As dialog box appears. |
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Select the directory in which the .CATAnalysisExport
file will be saved.
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Enter a file name.
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Click Save.
The name of the file is automatically displayed in
the File field. |
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Click OK.
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Right-click Static Case Solution.3 and select
Export > Solution.
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Click Browse.
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Select the directory in which the .CATAnalysisExport
file will be saved and enter a file name.
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Click Save.
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Select User preferences in the Select
occurrences list.
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Click .
The Modes dialog box appears.
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Hold down Ctrl and select Loads.1
and Loads.3.
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Click OK in the Modes dialog box.
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Click OK.
You can now import the displacements using the
Imported Solution functionality. |
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Exporting Computed Loads
You can export computed loads.
A load transfer is a copy as result of computed loads between a source
document and a target document.
The export of computed loads is the first step of the load
transfer between a document to another.
You can export computed loads belonging to:
The CATAnalysisExport file contains the computed loads
corresponding to the load sets used by the solution. Whatever the type of
the transferred loads (distributed forces, pressures, force densities, ...)
this file contains the nodal force/moment vectors corresponding to this
load.
To know more about the recommended methodology to use the
transfer of displacements, refer to
More About Transfer of Loads. |
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Only available with the ELFINI Structural Analysis (EST)
product. |
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Right-click Static Case Solution.3 and select
Export > Computed Loads.
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Select the directory in which the .CATAnalysisExport
file will be saved.
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Enter a file name.
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Click Save.
The name of the file is automatically displayed in
the File field. |
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Select User preferences in the Select
occurrences list.
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Click .
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Hold down Ctrl and select Loads.1
and Loads.3.
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Click OK in the Modes dialog box.
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Click OK.
You can now import loads using the
Imported Loads functionality.
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