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Which Stress to use-STAAD

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dgkhan

Structural
Jul 30, 2007
322
I have just modelled a steel plate SILO with plate elements. I have applied just one plate load internally. Now I need to see what is the stress in Silo plate members. The plate contour have a number of stresses, Von MIse, Tresca, SX, SQX.. which one I should use
 
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I use Von Mises, or you can take the maximum of Von Mises or Tresca.
 
I think Von Mises is the most commonly accepted failure criteria for metals.
 
Von Mises is the most commonly accepted failure criteria for DUCTILE metals, not just any metal.
 
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