What is the different between the max stress and the von mise stress

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The von Mises stress is used as a yield criterion in structures, indicating the point at which plastic flow begins if local stress exceeds this value. In contrast, the maximum stress in a structure simply refers to the highest stress value observed. It is crucial that the maximum stress remains below the von Mises yield criterion to prevent plastic deformation. Additionally, the discussion touches on the relevance of von Mises stress in finite element analysis (FEA) and questions why it is preferred over principal stresses. The conversation also raises inquiries about the dependence of strain values on material properties such as elasticity and density.
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What is the different between the max stress in a structure and the von mise max stress in the same structure?

Kindly Lorens
 
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I'm not quite sure if I'm answering your question as you want, but:

1. From my hazy recollection, the von Mieses "(max) stress" in a structure is the YIELD criterion of the structure; i.e, if the local stress exceeds that value, plastic flow will occur.

2. Max stress in a structure is simply that: the maximal stress value in the structure.

Clearly, the max stress in the structure must be below the von Mieses yield criterion to ensure that plastic flow does not occur.
 
But in Fem you often look into the von miese stress, and you can list the von mises stress for the diffrent nodes ...
 
Hmm..but that would surely mean the material has non-uniform properties (and, hence, different yield criteria)?
It is in principle unproblematic of making a non-constant yield stress function. In that case, the requirement is that the local stress does not exceed the local yield criterion.

I'll see if I get someone else to look in on the thread..

EDIT:
As kindly provided by another member, perhaps your problems are resolved by taking a look at:
http://www.engineersedge.com/strength_of_materials.htm
 
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Hi All
I m new here, I have few basic queries, if anyone can clarify on same.
Que1):-For any linear static FEA analysis,w hy do we consider mostly Voin Misses stresses?Why not Principal or any other stresses ?
Que2):-Does Epsilon Values depends on elasticity or Density?
 
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