Link to Ansys Short Course Main Page

Vibration and Harmonic Response

Problem Specification
1. Start-up and preliminary set-up
2. Specify element type and constants

3. Specify material properties
4. Specify geometry
5. Mesh geometry
6. Specify boundary conditions
7. Solve!
8. Postprocess the results
9. Validate the results

Step 6: Specify boundary conditions

Set Options

Select in Main Menu:

Solution > Analysis Type > New Analysis > Modal

Modal Solution

Then select in Main Menu:

Solution > Analysis Type > Analysis Options

Enter 10 for No of modes to extract.

Modal Analysis

Click OK and then OK again to accept defaults for the Block Lanczos Method.

Block Lanczos Method Defaluts

 

Apply Displacement Constraints

Select in Preprocessor:

Loads > Define Loads > Apply > Structural > Displacement > On Keypoints

Select keypoint at A. Select UX and UY, Enter 0 for Displacement value.

Apply Displacement on Keypoint A

Click OK.

Select keypoint at C. Select UY, Enter 0 for Displacement value.

Apply Displacement on Keypoint C

Click OK.

Displacement Applied

Specify Damping Ratio

Select in Preprocessor:

Loads > Load Step Opts > Time/Frequency > Damping

Enter 0.02 for Constant damping ratio.

Damping Specification

Click OK.

Save your work

Click on SAVE_DB in the ANSYS Toolbar to save the database.

Go to Step 7: Solve!