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Simple buckling analysis Workbench 14.0 Aalborg Universitet esbjerg Søren Heide Lambertsen

Simple buckling 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 1000 N is used. 1000 N force and a fixed support.

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Simple buckling analysis Workbench 14.0 Aalborg Universitet esbjerg Søren Heide Lambertsen

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  1. Simple buckling 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 1000 N is used.

  3. 1000 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 Linear buckling.

  6. A Linear Buckling will start and use the data from the Static Structural. Double click on Setup at the Linear Buckling analysis

  7. Then this windows will appear

  8. To find the first 3 mode by set the max modes to find to 3 and solve

  9. Plot the deformation at the left the buckling multiplier level are shown.

  10. Plot buckling mode 3 by changing the mode number to 3 and solve.

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