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The rubber is hyperelastic and modeled as a Mooney-Rivlin material with C10 = 0.37 MPa and C01 = 0.11 MPa. The material is almost incompressible, so the bulk modulus is set to 104 MPa. A mixed formulation is automatically used for this material model.
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The rigid cylinder is lowered using a parameter in the parametric continuation solver that controls the negative y displacement. It starts with a gap of 0 mm and is lowered 4 mm.
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Click Add.
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On the object r1, select Points 1 and 4 only.
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On the object fil1, select Points 4 and 5 only.
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Select the object fil2 only.
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Locate the Selections of Resulting Entities section. Select the Resulting objects selection checkbox.
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Locate the Selections of Resulting Entities section. Select the Resulting objects selection checkbox.
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Click OK.
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Locate the Selections of Resulting Entities section. Find the Cumulative selection subsection. From the Contribute to list, choose Rigid base.
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On the object ccur1, select Boundaries 1, 2, 4–6, and 8–10 only.
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Clear the Create pairs checkbox.
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Select the Group by continuous tangent checkbox.
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Select the Group by continuous tangent checkbox.
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On the object fin, select Boundary 4 only.
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In the Model Builder window, under Component 1 (comp1) > Geometry 1, Ctrl-click to select Rectangle 1 (r1), Fillet 1 (fil1), Fillet 2 (fil2), and Thicken 1 (thi1).
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Right-click and choose Group.
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In the d text field, type d. In the plane strain approximation, this setting only affects total force computations.
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Locate the Hyperelastic Material section. From the Material model list, choose Mooney–Rivlin, two parameters.
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In the text field, type dom==4.
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Specify the k vector as
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In the Model Builder window, under Component 1 (comp1) right-click Materials and choose Blank Material.
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Locate the Element Size Parameters section.
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Select the Auxiliary sweep checkbox.
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Select the Define load cases checkbox.
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Click OK.
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Click OK.
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In the Settings window for Arrow Line, click Replace Expression in the upper-right corner of the Expression section. From the menu, choose Component 1 (comp1) > Solid Mechanics > Enclosed cavities > Enclosed Cavity 1 > solid.enc1.fax,solid.enc1.fay - Force per deformed area (spatial frame).
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Clear the Color checkbox.
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Clear the Color and data range checkbox.
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In the Model Builder window, expand the Study 1 > Solver Configurations > Solution 1 (sol1) > Dependent Variables 1 node, then click Displacement Field (comp1.u).
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In the Model Builder window, expand the Study 1 > Solver Configurations > Solution 1 (sol1) > Stationary Solver 1 node, then click Direct.
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Select the Plot checkbox.
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Go to the Result Templates window.
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Click the Add Result Template button in the window toolbar.
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In the Model Builder window, expand the Results > Contact Forces (solid) > Contact 1, Pressure node, then click Color Expression.
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In the Model Builder window, expand the Results > Contact Forces (solid) > Contact 1, Friction Force node, then click Color Expression.
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In the Settings window for Line Graph, click Replace Expression in the upper-right corner of the y-Axis Data section. From the menu, choose Component 1 (comp1) > Solid Mechanics > Contact > solid.Tn - Contact pressure - N/m².
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In the Settings window for 1D Plot Group, type Compressive Force vs. Indentation in the Label text field.
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Select the x-axis label checkbox.
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Select the y-axis label checkbox.
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