mechanical nonlin 13.0 ws 03a contact stiffness
TRANSCRIPT
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8/12/2019 Mechanical Nonlin 13.0 WS 03A Contact Stiffness
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Customer Training Material
or s op
Contact Stiffness Stud
Structural Nonlinearities
WS3A-1ANSYS, Inc. Proprietary
2010 ANSYS, Inc. All rights reserved.Release 13.0
December 2010
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ANSYS Mechanical Structural Nonlinearities
Customer Training MaterialWorkshop 3A Contact Stiffness Study
Goal:
Perform a convergence study on contact stiffness
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December 2010
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ANSYS Mechanical Structural Nonlinearities
Customer Training Material Workshop 3A: Contact Stiffness Study
Steps to Follow:
Restore Archive browse for file W3a-stiffness.wbpz
Save as
File name: W3a-stiffness
*
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ANSYS Mechanical Structural Nonlinearities
Customer Training Material Workshop 3A Contact Stiffness Study
Return to Project Schematic
Utility Menu > Return to Project
Double click on the Model ell to open the FE Model Mechanical ession
(or RMB=>Edit)
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ANSYS Mechanical Structural Nonlinearities
Customer Training Material Workshop 3A Contact Stiffness Study
Geometry is 2D Axisymmetric. Lower plate is rigidly constrained. Upper
plate is a flexible body with a crowned contour along bottom face. The upper
plate is under a 5MPa pressure load acting downward.
.
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ANSYS Mechanical Structural Nonlinearities
Customer Training Material Workshop 3A Contact Stiffness Study
A single contact pair has already been set up with the following
specifications:
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December 2010
This workshop will focus on a study of the contact stiffness and its influence
on results (surface pressure and penetration).
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ANSYS Mechanical Structural Nonlinearities
Customer Training Material Workshop 3A Contact Stiffness Study
eri y the working unit system
Unit > Metric (mm,kg,N,s,mV,mA)
Open the folders beneath the model branch to become familiar with the
- .
Highlight Geometry and refer
to the details window to verify
that this is a 2D axisymmetric
model.
Inspect the predefined
asymmetric frictionless contact
region between the two plates.
Inspect the Analysis Settings.
Autotime stepping = ON
=
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Max substeps = 100
Large deflection = ON
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ANSYS Mechanical Structural Nonlinearities
Customer Training Material Workshop 3A Contact Stiffness Study
Highlight the contact region and set
Normal Stiffness to Manual and define
the Normal Stiffness Factor to 1e-002.
Execute the Solve
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ANSYS Mechanical Structural Nonlinearities
Customer Training Material Workshop 3A Contact Stiffness Study
Post process the Total Deformation:
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ANSYS Mechanical Structural Nonlinearities
Customer Training Material Workshop 3A Contact Stiffness Study
Post process the contact results:
Contact Pressure
Contact Penetration
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ANSYS Mechanical Structural Nonlinearities
Customer Training Material Workshop 3A Contact Stiffness Study
Record the results in Table below.
Repeat analysis with Normal Stiffness factors 0.10, 1.0, and 10.0.
For further comparison, change the contact formulation to Normal
agrange.
Contact
Formulation
Normal
Stiffness
Total
Deform
Contact
Pressure
Penetration # of iterations
actor
Aug Lagrange 0.01
Aug Lagrange 0.10
Aug Lagrange 1.0
Aug Lagrange 10.0
Norm Lagrange N/A
Experiment also with Update Stiffness between iterations and substeps
for comparison.
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c com na on o ers e es resu s n erms o accuracy an o
iterations)?
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ANSYS Mechanical Structural Nonlinearities
Customer Training Material Workshop 3A Contact Stiffness Study
Conclusions
Notice that as stiffness increases, contact penetration decreases while
maximum pressure increases. Notice also the general trend toward
more era ons an onger run mes. s a so wor no ng e ene
of using the automatic stiffness updating tool.
,
the overall total displacement of the assembly changes very little. This
underscores the need to know your engineering objectives.
Specifying the right contact stiffness is highly problem dependent and is
always a balance between quality of results (accuracy) and cost (run
time). Based on this study, a normal stiffness factor of 1.0 would be
satisfactory.
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