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Pre stress in a modal analysis Workbench 14.0 Aalborg Universitet esbjerg

Pre stress in a modal analysis Workbench 14.0 Aalborg Universitet esbjerg Søren Heide Lambertsen . Start a static structural analysis and insert the boundary condition. In this ensample a Force at 100 N is used. 100 N force and a fixed support.

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Pre stress in a modal analysis Workbench 14.0 Aalborg Universitet esbjerg

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  1. Pre stress in a modal analysis Workbench 14.0 Aalborg Universitet esbjerg Søren Heide Lambertsen

  2. Start a static structural analysis and insert the boundary condition. In this ensample a Force at 100 N is used.

  3. 100 N force and a fixed support.

  4. Then solve and plot the deformation and close the window.

  5. Right click on the solution and click on Modal.

  6. A modal analysiswill start and use the data from the Static Structural. Double click on Setup at the modal analysis

  7. Then press solve.

  8. Under solution the 6 first freqencys.

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