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General Mechanical

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Stress Display for Top/Bottom is Not Matching with Individual ‘Top’ Surface

    • choo.fuhsien
      Subscriber

      Hi,

      I am a simple static analysis for column with second order shell element. Forces and moments are applied at the top and the bottom end is fixed.

       

      When I displayed the Von Mises stress using Elemental Mean for Top/Bottom surface, the maximum stress of 172.13 MPa is lower than the stress if taken for TOP surface only (255.16 MPa). My understanding is Top/Bottom should display the maximum between the 2 surfaces. For Nodal Average Top/Bottom, it is dislaying the maximum of the 2 surfaces. May I know the reason for this? Is there any option that I need to select to display the maximum stress under Top/Bottom?

       

       

    • peteroznewman
      Subscriber

      The values of Top/Bottom and Top don't match because the location of the maximum moved. There are settings such as Average Across Bodies that can affect the Elemental Mean stress result.

      If you limit the scope to a single face and turn off Average Across Bodies, then values of Top/Bottom and Top will match if the maximum value of stress is on top.

    • choo.fuhsien
      Subscriber

      Thank for the quick response sir.

      Under Element Mean, there is no option for Average Across Bodies. I have separately scoped the top surface for the area with maximum Element Mean stress and the 'Top/Bottom' stress is still lower than the 'Top' stress. Does this mean that the 'Top/Bottom' is unable to capture the maximum stress and I need to check 'Top' and 'Bottom' just to be safe? 

    • peteroznewman
      Subscriber

      Thanks for the reply.

      I usually use Unaveraged Stress results, and that is where you get the same results for Top/Bottom and Top.

      I learned that there is a huge difference for Elemental Mean, which I almost never use.

      Here are the results of the default setting of Averaged.

       I recommend you use either the default Averaged or my favorite Unaveraged stress results so you don’t have to worry about the Top/Bottom distinction.

      Note that the stress in the Unaveraged element will approach the Averaged stress as the element size gets smaller.

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