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buckling exercise

  • Thread starter Thread starter horza
  • Start date Start date

horza

Guest
The following is the annex where the exercise is traced. I would like to have some disappointments:

after making the mesh with quad shell elements 200x200 I applied material, properties and created the loadstep (with indicated nd=10).

- First of all how I apply a distributed load (a force on a length that is represented by the arc for example I want to apply a load of 100n/mm), as I do not have an arc but a series of meshati elements.

- in the loadstep that parameters should be indicated. I have inserted linear buckling and as solver I have used the solver of the buckling

- Am I going in?

thanks for the collaboration:)
 

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