Simple buckling analysis Workbench 14.0 Aalborg Universitet esbjerg Søren Heide Lambertsen.

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Presentation transcript:

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.

Then solve and plot the deformation and close the window.

Right click on the solution and click on Linear buckling.

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

Then this windows will appear

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

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

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