- Repeat the previous step to enter the following Strain/Stress value pairs: 0.002562402, 25.08; 0.004471788,
29.07; 0.006422389, 31.73. - Click on OK.
- Choose menu path Material> Exit to remove the Define Material Model Behavior dialog box.
8.13.3.5. Label Graph Axes and Plot Data Tables
- Choose menu path Utility Menu> PlotCtrls> Style> Graphs> Modify Axes. The Axes Modifications for
Graph Plots dialog box appears. - Enter Total Strain for the X-axis label.
- Enter Tr ue Stress for the Y-axis label and click OK.
- Choose menu path Main Menu> Preprocessor> Material Props> Material Models. The Define Material
Model Behavior dialog box appears. - In the Material Models Defined window, double-click in Material Model Number 1, and Multilinear Kin-
ematic (General). The dialog box appears that includes the Strain/Stress data pairs that you entered. - Click on the Graph button. A graph of the data table values appears in the Graphics window. If necessary,
re vise the stress/strain values and click on the Graph button again. Repeat revisions and graphing as
needed until you are satisfied with the graphed results. Click on OK. - Choose menu path Material> Exit to remove the Define Material Model Behavior dialog box.
- Click on SAVE_DB on the Toolbar.
8.13.3.6. Create Rectangle
- Choose menu path Utility Menu> Parameters> Scalar Parameters. The Scalar Parameters dialog box
appears. - Type "radius=1.0" in the Selection field and click Accept. This value is the radius of the plate.
- Type "thick=0.1" in the Selection field and click Accept. This value is the thickness of the plate. Click
Close. - Choose menu path Main Menu> Preprocessor> Modeling> Create> Areas> Rectangle> By Dimensions.
The Create Rectangle by Dimensions dialog box appears. - Enter "0, radius" for X-coordinates.
- Enter "0, thick" for Y-coordinates and click on OK. A rectangle appears in the Graphics window.
- Choose menu path Utility Menu> Plot> Lines.
8.13.3.7. Set Element Size
- Choose menu path Main Menu> Preprocessor> Meshing> MeshTool. The MeshTool dialog box appears.
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Nonlinear Structural Analysis