0 Replies Latest reply on Dec 3, 2015 4:24 PM by Steven Brooker

    Use of  Flexural or Tensile strength for Yield Limit

    Steven Brooker

      Hi All,

       

      I am currently running a simulation on a typical cover which is supported on all 4 edges and a load applied to the top.  Can anyone please recommend if i should be using my flexural or tensile figures for my limits or what would be the best approach when using a Von Mises stress plot?

       

      Many thanks