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Published byKyler Brack Modified over 3 years ago

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Simple buckling analysis Workbench 14.0 Aalborg Universitet esbjerg Søren Heide Lambertsen

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Start a static structural analysis and insert the boundary condition. In this ensample a Force at 1000 N is used.

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1000 N force and a fixed support.

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Then solve and plot the deformation and close the window.

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Right click on the solution and click on Linear buckling.

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

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Then this windows will appear

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

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

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

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