What's the physical meaning of true shear strain and simple shear strain

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SUMMARY

This discussion clarifies the physical meanings of true shear strain and simple shear strain as encountered in engineering mechanics. True shear strain accounts for continuous changes in length during deformation, while simple shear strain assumes fixed relative displacements based on the original configuration. The distinction is critical for accurate modeling of material behavior under stress, particularly when using concepts like von Mises strain ellipsoids. Understanding these differences is essential for engineers working with material deformation.

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  • Understanding of engineering mechanics principles
  • Familiarity with strain concepts, including engineering strain and true strain
  • Knowledge of material behavior under stress
  • Basic grasp of von Mises strain theory
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  • Study the differences between true strain and engineering strain in detail
  • Explore the application of von Mises strain ellipsoids in material science
  • Review case studies involving true shear strain in engineering applications
  • Learn about the mathematical derivation of true shear strain
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Engineering students, material scientists, and professionals in mechanical engineering who seek to deepen their understanding of strain concepts and their implications in material behavior under stress.

mydogsmall
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:smile:Hey guys. I just get some information about true shear strain and simple shear strain from the lecture of engineering mechanic material .And i just want to know the physical meaning of true shear strain and simple shear strain.As a result, i have found some reference books ,but i still can't get a clear answer.:frown: Can someone give me a hint or recommend somethings that i can read in order to get the answer,please?
 
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Here's a link that may help:

http://en.wikipedia.org/wiki/Simple_shear

I am not familiar with the concept of "true shear", although I vaguely recall something about von Mises strain ellipsoids...

Anyhow, let me know if the wiki article helped.
 
mydogsmall,

Engineering strain (or linear strain) assumes that the relative-displacements between the points in the unstrained configuration can be predicted based solely on the unstrained configuration. This is not the case and I'll explain why. Consider a 1D line segment, in which you want to apply a strain \epsilon to. If this strain was a engineering strain a simple multiplication of the strain with the unstrained line-segment length will give the newly strained line-segment length. In the case of true strain, the displacements of the points along the line segment will depend continuously on the line lengths between the unstrained and strained states. So if one were to deform the line in separate, but equal infinitesimally small strain steps ( d\epsilon ). Multiplying d\epsilon by the instantaneous length will give that strain steps contribution to the overall displacement. After summing up the displacements from each step, the final line length using true strain will be larger than that of engineering strain. I hope this helps.

modey3
 

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