2d first order flexure analysis with ideas b. privári advanced technology center lockheed martin,...
TRANSCRIPT
2D First Order Flexure Analysis with IDeas
B. Privári
Advanced Technology Center
Lockheed Martin, Palo Alto Ca
OPTI 521
12/02/06
Overview
• Create model in IDeas Master Series• Reduce model into 2D planar entity• Convert from Design into Simulation
module• Create boundary conditions and load set• Apply mesh and material properties• Solve FEM• Review post-processing and results
Model Creation
• Example is flexure design to allow movement in xy plane only
• Model is created in version 12 of IDeas
• Analysis is done assuming no out of plane motion
• Material analyzed is Titanium
• 2D analysis allows quicker iterations of design before detailed study is performed
Ideas geometry in three and two dimensional form
Reduce 3D model
• Ancillary model is created and reduced– Perform a move/copy command on orig. part– Original part is preserved – Analyze ancillary part
• Unnecessary features are deleted
• Remaining geometry is planar element
Start FE Model
Create FE model
Accept defaultvalues
Under BoundaryConditions module
Simulation
design
Define Restraint Set
Clicking on groundicon again brings up this dialog box forground constraints(six DOF)
Click OK and thenclick on model featureto apply ground constraint
Load Condition
Click on force iconto define magnitude and type of force,then click on model feature to apply force
Vectors indicate applied forcesand constraints
Create boundary set
Combine the load setand ground constraintinto a boundary set byselecting the icon:
Under the managementdialog box, select thecreate icon and insurethat both the load set and restraint set are selected. Accept by clicking OK.
Creation of mesh elements
Boundary Conditions
Meshing
Select icon in upper leftcorner and define elementsize and physical propertythen go to preview.
(element length was setto 0.3 for this analysis)
Create/Confirm Element
Selecting Changeproperty brings upthis dialog box thatenables user tochange thicknessof element or editdirectly from elementdefinition icon.Recommend otheroptions left at default values.
Click OK whenchanges made
(thickness was setto 10 mm for thisanalysis)
Confirm Mesh Set
Selecting previewallows final adjustments to themesh definition.once the mesh isdefined, exit byclicking the KeepMesh box.
Run SolutionMeshing
Model Solution
Start by creating a SolutionSet. This dialog boxwill display after the manageSolution Set icon is clicked
Click OK and then clickSolve under the otherarrow icon in the menu
Output Selection
Select the appropriateoutput parameters byclicking on the OutputSelection button
While defining Solution Setoutput options may be chosen prior to solving the model
View ResultsAfter Solve isPerformed, Click on the Visualizer icon
After invokingthe visualizerseveral displayoptions includinga motionanimation areavailable
Displacementand stress aredisplayed
1 N force2.94 micron displ7.94 MPa stress
Stress at Flexure Joint
Designer can query model to seewhere high stresscondition exists anditerate after makingmodifications to solidmodel.
Spring constant maybe calculated fromthe applied force andoutput displacement,assuming conditionsare below yield limitof material.
Review Results
• Display stresses and displacements• Confirm that design is acceptable or
determine locations or model requiring modification.
• Re-run model with alternate load conditions, if necessary.
• Provides quick & easy insight for designer on how to converge to an acceptable flexure design solution using IDeas
Acknowledgement
Special thanks to Buck Holmes of the LMATC who first stepped author through this process