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Simple buckling analysis Workbench 14.0 Aalborg Universitet esbjerg Søren Heide Lambertsen PowerPoint Presentation
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Simple buckling analysis Workbench 14.0 Aalborg Universitet esbjerg Søren Heide Lambertsen - PowerPoint PPT Presentation


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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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