This file describes the GUI (Graphic User Interface) steps to create the following cantilever beam in ANSYS.
Enter 'Dynamic' for the jobname
We are going to define 2 keypoints (the beam vertices) for this structure as given in the following table:
| Keypoint | Coordinates (x,y) |
|---|---|
| 1 | (0,0) |
| 2 | (1,0) |
Create a line between Keypoint 1 and Keypoint 2.
For this problem we will use the BEAM3 (Beam 2D elastic) element. This element has 3 degrees of freedom (translation along the X and Y axis's, and rotation about the Z axis). With only 3 degrees of freedom, the BEAM3 element can only be used in 2D analysis.
In the 'Real Constants for BEAM3' window, enter the following geometric properties:
This defines an element with a solid rectangular cross section 0.01 m x 0.01 m.
In the window that appears, enter the following geometric properties for steel:
To enter the density of the material, double click on 'Linear' followed by 'Density' in the 'Define Material Model Behavior' Window
Enter a density of 7830
Note: For dynamic analysis, both the stiffness and the material density have to be specified.
For this example we will specify 10 element divisions along the line.
Close this window to return to the Dynamic Analysis Tutorials.