Dynamic Response with External Superelements...5. Repeat for the second superelement. The form...
Transcript of Dynamic Response with External Superelements...5. Repeat for the second superelement. The form...
![Page 1: Dynamic Response with External Superelements...5. Repeat for the second superelement. The form summarizes the attached extse’s and files. 6. Check Param,SECOMB to have all individual](https://reader034.fdocuments.us/reader034/viewer/2022042104/5e82b9e7e693e947f303c84f/html5/thumbnails/1.jpg)
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Joe Brackin, Senior Software Engineer
Dynamic Response with External Superelements
![Page 2: Dynamic Response with External Superelements...5. Repeat for the second superelement. The form summarizes the attached extse’s and files. 6. Check Param,SECOMB to have all individual](https://reader034.fdocuments.us/reader034/viewer/2022042104/5e82b9e7e693e947f303c84f/html5/thumbnails/2.jpg)
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Page 2 Siemens PLM Software
Who am I?
Joe Brackin
Senior Software Engineer
Femap Product Development Group; Siemens PLM Software
What you will learn
Application of external superelements to system dynamic
analysis
Femap capabilities
External superelement support
Demonstrations
Benefits of this topic
More efficient dynamic analysis
How to learn more
Agenda
Dynamic Response with External Superelements
![Page 3: Dynamic Response with External Superelements...5. Repeat for the second superelement. The form summarizes the attached extse’s and files. 6. Check Param,SECOMB to have all individual](https://reader034.fdocuments.us/reader034/viewer/2022042104/5e82b9e7e693e947f303c84f/html5/thumbnails/3.jpg)
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Abstract
One efficient technique for performing system level dynamic analysis is to use Craig-
Bampton style external superelements for some components. Femap now supports the
creation and use of external superelements. By adding the Craig-Bampton modal
information to the standard external superelement, we can very efficiently increase the
accuracy of the dynamic behavior of the component. We will demonstrate the creation and
use of Craig-Bampton style external superelements in a system level normal modes
analysis in Femap.
![Page 4: Dynamic Response with External Superelements...5. Repeat for the second superelement. The form summarizes the attached extse’s and files. 6. Check Param,SECOMB to have all individual](https://reader034.fdocuments.us/reader034/viewer/2022042104/5e82b9e7e693e947f303c84f/html5/thumbnails/4.jpg)
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Background
• External Superelements provide an efficient method to create and transfer the
information required to perform many types of system level static and dynamic
analysis. • By default, external superelement creation performs only a Guyan or static reduction of the FEM to the
chosen physical boundary nodes.
• The stiffness, mass and loads information is reduced to just the selected boundary grids and is then passed
along to represent this component in a subsequent system analysis.
• This static reduction(Guyan) method is exact for static analysis.
• However, for dynamics, even with careful selection of boundary grids, this method is may not be sufficient to
accurately represent the dynamic behavior of the component.
• One efficient technique for supplementing the superelement with information to
increase the accuracy in dynamics is the Craig-Bampton(component modes)
reduction technique. • This technique adds fixed boundary based modal information to the reduced physical model to insure that all
dynamic behavior for a chosen frequency range is included in the external superelement.
• Femap now supports creation of both types of external superelements as
well creation of the system run which references these external
superelements.
![Page 5: Dynamic Response with External Superelements...5. Repeat for the second superelement. The form summarizes the attached extse’s and files. 6. Check Param,SECOMB to have all individual](https://reader034.fdocuments.us/reader034/viewer/2022042104/5e82b9e7e693e947f303c84f/html5/thumbnails/5.jpg)
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Overview
Femap will used to demonstrate the use of external superelements to
perform a normal modes solution of a rocket system composed of 3
components.
Example steps:
1) Solve for the normal modes of the rocket system without superelements.
2) Create an external superelement representing each booster.
3) Create a system normal modes solution using the detailed center tank and
an external SE for each booster.
4) Create two new booster external SE with Craig-Bampton modes added.
5) Perform a second rocket system normal modes solution using the Craig-
Bampton booster to demonstrate the increased accuracy.
![Page 6: Dynamic Response with External Superelements...5. Repeat for the second superelement. The form summarizes the attached extse’s and files. 6. Check Param,SECOMB to have all individual](https://reader034.fdocuments.us/reader034/viewer/2022042104/5e82b9e7e693e947f303c84f/html5/thumbnails/6.jpg)
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Rocket FEM
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Rocket FEM Description
• Model Description:
• 39735 nodes and 41838 elements
• 238170 DOF
• Beam, Shell, Rigid Element Types
• Nonstructural Mass Regions
• Plot only elements
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Steps to Create External Superelement
• Identify the boundary nodes of the
superelement • Nodes that attach to other components
• Nodes with applied loads
• Nodes with constraints in the system
analysis
• Concentrated mass locations
• Nodes that help visualize the motion of the
component
• Identify nodes and elements for
OTM creation • Output requests in the creation run
automatically create an Output
Transformation Matrix(OTM) which is added
to the output matrices. “ALL” requests
generate large files.
• Setup the analysis options
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Select Boundary Nodes for the External
Superelement
1) create nodal constraint set named “left booster boundary nodes"
2) select nodes
3) Select “fixed”
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Create groups to identify any node/element results
required in the system run
1) Create New Group “left booster otm"
2) Use Group/Node/ID and select nodes
3) Use Group/Element/ID and select elements
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Setup the Analysis to Create the External
Superelement
1) Create analysis set “left booster extse 10
creation"
2) use "2..Normal Modes/Eigenvalue" as the
analysis type, click OK to accept analysis
defaults
3) in the Analysis Set Manager, expand
"Master Requests and Conditions
4) Highlight "External Superelement
Creation" and click on "Edit"
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Set up External Superelement Creation Form
1. Check " Create External Superelement" and enter 10 for
the EXTID
2. Check the desired Output Matrices "Stiffness" and
"Mass", uncheck others
3. Select the format of the output matrices by choosing
"1..DMIGOP2" in the "Output To" drop down menu; Set
the unit ID to "36"; Note: this unit ID is written to the output files
and must be used for the input to a system run. Any unit not
reserved by NASTRAN is valid input.
4. Enter a unique File Name for the .op2 file
“left_booster_se10”
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Set up External Superelement Creation Form
5) Under "Output Options" check "ASMBULK" ; This will
create a text file with .asm extension which contains the Nastran
information needed by the system run to attach the external
superelement..
6) Under "DOF Sets" select the constraint set “left
booster boundary nodes" which identifies the boundary
nodes for the external superelement.
7) Use the Entity ID Range Checks to verify the model
has the desired node and element numbering
ranges(optional)
8) Click OK and return to the Analysis Set Manager
Continued:
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Create the Output Requests for the External
Superelement
1) Highlight "Output Requests" and select “Edit”;
2) Check the desired output types and then use
the dropdown to pick the group “left booster otm"; Note: Output requests automatically create an Output
Transformation Matrix(OTM) which is added to the output
file. Using "0..Full model" can result in a very large OTM
3) Under Results Destination select "1..Print Only"
to avoid creation of the default op2 results file.
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Submit the analysis
Save model file
Click analyze to run the analysis.
Check for existence of the new .op2 file
containing the mass, stiffness, and OTM
matrices. You should also see the
corresponding .asm text file which contains
Nastran bulk data needed to attach the
external superelement to the system run.
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Create a normal modes system solution for the
rocket with 2 attached booster external SE
1. Create a new analysis set
2. use type "2..Normal Modes/Eigenvalue" as
the analysis type, click OK to accept defaults
3. in the Analysis Set Manager, expand
"Options”
4. highlight "External Superelement Reference"
and select "edit"
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Create the external superelement reference for the 2
attached booster external SE
1. click on the "create new external superelement
reference " icon.
2. the file select dialog will open, select the .op2
file from the external creation run.
3. Set the Unit ID to "36" and File Type to “OP2”;
this must match the unit and type from the
creation run.
4. now the file select dialog opens again; select
the .asm file created by the same creation run.
5. Repeat for the second superelement. The form
summarizes the attached extse’s and files.
6. Check Param,SECOMB to have all individual
SE results combined by Nastran into one
datablock for postprocessing.
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Submit System Analysis
External superelement reference
Select Analyze
Note: If SECOMB has been checked,
results for all superelements will imported
by Femap. The op2 will contain the
residual(SE 0) results and any EXTSE
OTM results requested in the creation run.
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Create a new booster external SE with Craig-
Bampton modes added
1. Open Analysis Set Manager
2. create standard normal modes analysis set
3. expand "Options" and then "Modal/Buckling“
4. Highlight "Modal/Buckling" and click "edit“
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Create a new booster external SE with Craig-
Bampton modes added
1. The "NASTRAN Modal Analysis" form will open
2. Use the frequency range to limit the modes
calculated.
3. Set the "number desired" to the number of
Craig-Bampton Modes that you want to add to
the external superelement.
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Create a new booster external SE with Craig-
Bampton modes added
1. Expand "Master Requests and Conditions“
2. Highlight "External Superelement Creation"
and click on "Edit"
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Create a new booster external SE with Craig-
Bampton modes added
1. Fill out form as shown previously.
2. Under "DOF Sets", go to the line labeled
"QSET";
3. select "...”
4. The "Create SPOINTS" form will open. Type
in “10” for the number of SPOINTS.
• Note: The number of SPOINTS should be set to the
number of Craig-Bampton modes that you want to add
to the external SE. This should match the "number
desired" on the "Modal/Buckling" form. If the number
of SPOINTS is less than the number of modes
calculated, the extra modes will not be saved.
5. Run analysis to create new external superelement.
6. Femap creates the required Nastran SPOINT and
QSET input.
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Perform a second rocket normal modes solution
using the Craig-Bampton boosters to demonstrate
the increased accuracy
The system analysis setup
procedure is the same for a
Craig-Bampton style EXTSE.
Use External SE reference to attach
the Craig-Bampton external
superelements
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Results Comparison
Full Model:
Mode 9 @ 3.899 Hz
1min 12sec
Default EXTSE Model:
Mode 10 @ 4.58 Hz
18 sec
CB EXTSE Model:
Mode 9 @ 3.60 Hz
48sec
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Results Comparison Full vs Default EXTSE
Full Model:
Mode 9 @ 3.899 Hz
Default External SE Model:
Mode 10 @ 4.58 Hz
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Results Comparison Full vs Craig-Bampton EXTSE
Full Model:
Mode 9 @ 3.899 Hz
CB External SE Model:
Mode 9 @ 3.60 Hz
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Conclusions
• External Superelements can reduce the resources required for
dynamic analysis
• Use of Craig-Bampton Style External Superelements can
increase the accuracy of the reduced component models
• Creation and use of external superelements is supported by
Femap