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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.
Now setup the Initial time step. A general rule is twenty points per cycle at the response frequency. Time step= 1/(20f) Time step= 1/(20f)= 1/(20*8,15)=0,00613 The result from a modal analysis
Then setup the lower and upper time step.
Set the “Step End Time” to 20,s
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
Then plot the “Total deformation” now you can see the dynamic response when the bean is being loaded.
Insert a transient load in a model Workbench 14.0 Aalborg Universitet Esbjerg Søren Heide Lambertsen.
Simple buckling analysis Workbench 14.0 Aalborg Universitet esbjerg Søren Heide Lambertsen.
In these tutorials using the Slice command in Design modeler Workbench 13.0 Aalborg Universitet esbjerg Søren Heide Lambertsen.
In these tutorials the import of a externel geometry will be review Workbench 12.1 Aalborg Universitet Esbjerg Søren Heide Lambertsen
In these tutorials the use adaptive mesh refinement will be review Workbench 12.1 Aalborg Universitet esbjerg Søren Heide Lambertsen.
Calculation of the Stress intensity factor with CINT command in 2D Workbench 13.0 Aalborg Universitet esbjerg Søren Heide Lambertsen.
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