2_2D_Thread

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© 2011 ANSYS, Inc. July 12, 2013 1 2D axisymmetric threaded connection

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Transcript of 2_2D_Thread

  • 2011 ANSYS, Inc. July 12, 2013 1

    2D axisymmetric threaded connection

  • 2011 ANSYS, Inc. July 12, 2013 2

    Any 3D Model which has a symmetrical behavior around an axis can be modeled by 2D Axisymmetric

    Axisymmetric Conditions:

    Axisymmetric Geometry (e.g. Cylinders)

    Axisymmetric Loading Condition (e.g. Uniform pressure inside pipe)

    Axisymmetric Boundary condition(BC) (e.g. Uniform displacement support on cross section)

    Benefit:

    Significant Reduction of Modeling time

    Significant Reduction of Computational time

    Improvement of accuracy and convergence

    Axisymmetric Modeling

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    Objective: Convert a 3D to a 2D axisymmetric threaded connection model and

    analyze stresses under the influence of internal pressure and tensile force

    Contact with initial interference

    Roller support

    1000 psi pressure

    10000 lb tensile force

    Problem Statement

    Note: All Three Axisymmetric Conditions are valid in this model - Cylindrical symmetry because of cylindrical shape - Axisymmetric loads: uniform internal pressure - Axisymmetric BC: Roller Support on one side of cylinder

    3D Model 2D Model

    Note: The tensile force and uniform internal pressure values are equal to the ones applied to the full 3D model

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    3D versus 2D comparison

    Axisymmetric model provided

    Fewer number of elements fewer number of degrees of freedom (DOF)

    Higher quality of elements More accurate solution

    Less time for meshing

    Less time for solution

    # of Elements=761,028 # of Elements=1,287,316 # of DOF=3,861,948

    # of Elements=3,721 # of Elements=11,851 # of DOFs=23,702

  • 2011 ANSYS, Inc. July 12, 2013 5

    Steps

    Extract the planar geometry from 3D model

    Create 2D model in positive quadrant (Positive X and Positive Y)

    Properly Reorient model to make Y axis as symmetric axis

    Change geometry setup from 3D to 2D

    2D meshing and including local controls to account for possible threaded connections

    Apply load and boundary condition

    Solve

    Post Process

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    Project Schematic 1. From the Toolbox insert a Static

    Structural system into the Project Schematic.

    2. From the Geometry cell, RMB and Import Geometry > Browse. Import the file connector_full.x_t provided with this PPT

    3. Double click the Geometry cell to start DesignModeler.

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    Note: RMB= Right Mouse Button

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    Unit Selection DM starts with a prompt to select desired length unit. Select Inch and click OK.

    Click the Generate button on the toolbar. The 3D model will appear in the graphics window. Note: By default, DM imports the geometry in the XYPlane

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    Slicing Select Create>Slice. Click on the XYPlane in the Tree View, then click

    Apply in the Details View. Click Generate in the Toolbar.

    Note: The cross-section of the model to be used for 2D has to lie on the global positive XY plane. If not the case, you need to reorient it to the correct plane either by: Importing the geometry on a different base

    plane than the default XYPlane. Select Import geometry, RMB/Edit Selections, select ZX or YX Plane

    Rotate the geometry. Create/BodyOp1, choose Type to be Rotate and choose the appropriate Axis and Angle.

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    Extract cross section

    Select the first two Solids in the Tree while holding the Ctrl key. Right Click, and choose Suppress Body.

    Click Thin/Surface on the Toolbar. In the Details View, set the Selection Type to Faces to Keep. Select the two cut faces of the two parts on the right-hand side. Apply. Set Thickness to 0. Generate.

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    Set Analysis Type to 2D

    At the Workbench project level, select Geometry then go to View/Properties

    Select 2D for Analysis Type.

    Double click the Model cell to start the Mechanical application.

    Note: Make sure that Analysis Type is set to 2D before opening your model in ANSYS Mechanical. You can not switch from 3D to 2D after you open in Mechanical

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    Settings in ANSYS Mechanical

    Click on Geometry on the Outline Tree. In the Details, set the 2D Behavior to Axisymmetric

    Select the Surface Bodies to assign appropriate material model

    Insert the Contact Tool to generate Initial Contact information (Select Connections. RMB/Insert Contact Tool). Notice Interference between threads

    Under Connections, select Contact Region, in the Details View, set:

    Contact Type to Frictional

    Friction Coefficient: 0.1

    Interface Treatment: Add Offset, Ramped Effects

    Update Stiffness: Each Iteration, Aggressive

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    Mesh settings

    Select Mesh, RMB, Insert Sizing. Choose selection filter to Edge Select and select mode to Box Select. Box select the contact area as shown, click Apply in Details View. Choose Type to Number of Divisions, set the number to 10 and Behavior to Hard. Generate Mesh

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    Visualize and Verify the Axisymmetric Model

    To check and verify the axisymmetric shape, the 3D representation of model can be visualized as the following:

    1- in workbench:

    go to main menu tools options

    Select Appearance from tree and check the "Beta Options"

    2- In Mechanical,

    Right click on your Model Tree and insert Symmetry condition

    In the detail Menu select 2D AxiSymmetric as the TYPE

    With number of repeat and angle difference, you can control the number of division and the amount of expansion

    ((Num Repeat-1)*Delta_Teta = total expansion angle) e.g. (37-1)*10 = 360 so Num Repeat=37 and Delta_Teta=10

    3- Click on Mesh in the tree to see the 3D view.

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    Analysis Settings 1 In the Details of Analysis Settings, set Number of Steps

    to 2 and Large Deflection On.

    Note: No load is being applied in the first load step to allow the solver to overcome the interference between the threads

    Select Static Structural, RMB, Insert Frictionless Support, select the bottom edge of the model, click Apply

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    Analysis Settings 2

    Select Static Structural, RMB, Insert Pressure, select the inner edges (left hand side) of the model, click Apply. In the Tabular Data, enter 1000 psi for Step 2

    Select Static Structural, RMB, Insert Force, select the top of the model, click Apply. In the Details View, change Define By to Components. In the Tabular Data, enter 10000 lbf for Step 2 in Y direction

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    Solve & Post Processing Select Solution, RMB, insert Total Deformation, Equivalent Stress and Stress Tool Solve & Post Process

    Equivalent Stresses Safety Factor