hey guys i found out through my lecturer that in that specific case it would be appropriate to draw two separate locis one for von mises and one for tresca and analyse the on them stresses seperately.
Good luck
hi every one.
i am struggling with the same problem. my principal stresses were the same as the guys above but my von mises σyeild=325MPa which is also smaller than the tresca hexagon σyield =421 MPa.
von mises = σ1^2+σ2^2-σ1σ2=(σyield/K)^2
i was wandering if this method was correct
p.s. is...