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Transient beam analysis Workbench 14.0 Aalborg Universitet Esbjerg Søren Heide Lambertsen

Transient beam analysis Workbench 14.0 Aalborg Universitet Esbjerg Søren Heide Lambertsen. Make a beam model or for this example download the Transient Beam Geometry from the homepage. Use a fixed support in one of the ends. The result from a modal analysis.

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Transient beam analysis Workbench 14.0 Aalborg Universitet Esbjerg Søren Heide Lambertsen

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  1. Transient beam analysis Workbench 14.0 Aalborg Universitet Esbjerg Søren Heide Lambertsen

  2. Make a beam model or for this example download the Transient Beam Geometry from the homepage.

  3. Use a fixed support in one of the ends.

  4. The result from a modal analysis Now setup the Initial time step. A general ruleis twenty points per cycle at the response frequency.Time step= 1/(20f) Time step= 1/(20f)= 1/(20*8,15)=0,00613

  5. Then setup the lower and upper time step.

  6. Set the “Step End Time” to 20,s

  7. Add a force and apply the force size as tabular data. Then enter in the tabular so the force will rise to 100 [N] in 5 sec and be static from 5 sec to 20 sec. Then solve

  8. Then plot the “Total deformation” now you can see the dynamic response when the bean is being loaded.

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