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

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SUMMARY

The discussion clarifies the distinction between maximum stress and von Mises stress in structural analysis. Maximum stress refers to the highest stress value experienced in a structure, while von Mises stress serves as the yield criterion, indicating the point at which plastic deformation occurs. It is essential for maximum stress to remain below the von Mises yield criterion to prevent plastic flow. Additionally, the conversation touches on the relevance of von Mises stress in finite element analysis (FEA) and the implications of non-uniform material properties on yield criteria.

PREREQUISITES
  • Understanding of von Mises yield criterion
  • Familiarity with finite element analysis (FEA)
  • Knowledge of stress-strain relationships in materials
  • Basic concepts of structural mechanics
NEXT STEPS
  • Study the application of von Mises stress in FEA simulations
  • Explore the implications of non-uniform material properties on yield criteria
  • Learn about different yield criteria beyond von Mises, such as Tresca
  • Investigate the relationship between elasticity, density, and strain values
USEFUL FOR

Structural engineers, mechanical engineers, and anyone involved in finite element analysis or material strength evaluation will benefit from this discussion.

Lorens
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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
 
Last edited:
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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