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

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Homework Help Overview

The discussion revolves around the differences between maximum stress and von Mises stress in structural analysis, particularly in the context of finite element methods (FEM). Participants are exploring concepts related to yield criteria and stress analysis in materials.

Discussion Character

  • Conceptual clarification, Assumption checking, Exploratory

Approaches and Questions Raised

  • Participants are attempting to clarify the definitions and implications of maximum stress versus von Mises stress, with some noting the significance of yield criteria. Questions are raised about the relevance of von Mises stress in linear static FEA analysis and the dependence of epsilon values on material properties.

Discussion Status

The discussion is ongoing, with various interpretations being explored. Some participants are providing insights into the yield criterion and its implications for material behavior, while others are seeking clarification on specific queries related to stress analysis.

Contextual Notes

There are indications of potential confusion regarding the application of different stress criteria in FEM and the assumptions regarding material properties, such as uniformity and elasticity.

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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