mechanical nonlin 13.0 ws 03a contact stiffness

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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

  • 8/12/2019 Mechanical Nonlin 13.0 WS 03A Contact Stiffness

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    ANSYS Mechanical Structural Nonlinearities

    Customer Training MaterialWorkshop 3A Contact Stiffness Study

    Goal:

    Perform a convergence study on contact stiffness

    WS3A-2ANSYS, Inc. Proprietary

    2010 ANSYS, Inc. All rights reserved.Release 13.0

    December 2010

  • 8/12/2019 Mechanical Nonlin 13.0 WS 03A Contact Stiffness

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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

    *

    WS3A-3ANSYS, Inc. Proprietary

    2010 ANSYS, Inc. All rights reserved.Release 13.0

    December 2010

  • 8/12/2019 Mechanical Nonlin 13.0 WS 03A Contact Stiffness

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  • 8/12/2019 Mechanical Nonlin 13.0 WS 03A Contact 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)

    WS3A-5ANSYS, Inc. Proprietary

    2010 ANSYS, Inc. All rights reserved.Release 13.0

    December 2010

  • 8/12/2019 Mechanical Nonlin 13.0 WS 03A Contact Stiffness

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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.

    .

    WS3A-6ANSYS, Inc. Proprietary

    2010 ANSYS, Inc. All rights reserved.Release 13.0

    December 2010

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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:

    WS3A-7ANSYS, Inc. Proprietary

    2010 ANSYS, Inc. All rights reserved.Release 13.0

    December 2010

    This workshop will focus on a study of the contact stiffness and its influence

    on results (surface pressure and penetration).

  • 8/12/2019 Mechanical Nonlin 13.0 WS 03A Contact Stiffness

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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

    =

    WS3A-8ANSYS, Inc. Proprietary

    2010 ANSYS, Inc. All rights reserved.Release 13.0

    December 2010

    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

    WS3A-9ANSYS, Inc. Proprietary

    2010 ANSYS, Inc. All rights reserved.Release 13.0

    December 2010

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    ANSYS Mechanical Structural Nonlinearities

    Customer Training Material Workshop 3A Contact Stiffness Study

    Post process the Total Deformation:

    WS3A-10ANSYS, Inc. Proprietary

    2010 ANSYS, Inc. All rights reserved.Release 13.0

    December 2010

  • 8/12/2019 Mechanical Nonlin 13.0 WS 03A Contact Stiffness

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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

    WS3A-11ANSYS, Inc. Proprietary

    2010 ANSYS, Inc. All rights reserved.Release 13.0

    December 2010

  • 8/12/2019 Mechanical Nonlin 13.0 WS 03A Contact Stiffness

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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.

    WS3A-12ANSYS, Inc. Proprietary

    2010 ANSYS, Inc. All rights reserved.Release 13.0

    December 2010

    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.

    WS3A-13ANSYS, Inc. Proprietary

    2010 ANSYS, Inc. All rights reserved.Release 13.0

    December 2010