Can strain exist without deflection?

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SUMMARY

The discussion centers on the relationship between strain and deflection in structural elements, specifically addressing whether strain can exist without observable deflection. It is established that any applied stress, regardless of its magnitude, induces some level of strain, although it may be negligible if the stress is below a certain threshold. The definitions of strain as a normalized measure of deformation and deflection as the displacement of a structural element under load are clarified. The conversation emphasizes that strain can occur even in thick walls, contingent upon the constraints present.

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  • Understanding of basic mechanics principles, including stress and strain.
  • Familiarity with definitions of deflection and deformation in engineering contexts.
  • Knowledge of structural constraints and their effects on material behavior.
  • Ability to interpret diagrams related to strain and deflection.
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Engineers, material scientists, and students studying mechanics who seek to understand the nuances of strain and deflection in structural elements.

wasif
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Lets take an example of a person pushing a thick wall, of course no deflection in the line of action of force is seen but can strains be induced in it, like surface slips?
 
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The definition of strain is dL/L. Stress less than some limit should cause no strain.
 
wasif said:
Lets take an example of a person pushing a thick wall, of course no deflection in the line of action of force is seen but can strains be induced in it, like surface slips?
What are surface slips?

Chet
 
Doug Huffman said:
The definition of strain is dL/L. Stress less than some limit should cause no strain.
This is not correct. Any stress will cause a strain. But, if the stress is very low, the strain might not be significant.

Chet
 
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via wikiapedia: http://en.wikipedia.org/wiki/Deflection_(engineering), http://en.wikipedia.org/wiki/Deformation_(mechanics),

I believe you can have a displacement at the line of action even in a thick wall. Unless there is some sort of rigid constraint that prevents that.

deflection is the degree to which a structural element is displaced under a load. It may refer to an angle or a distance.

strain is a normalized measure of deformation representing the displacement between particles in the body relative to a reference length.

So, I think it depends on the constraints. Otherwise there will be a strain under any deflection, no matter how small. Check out my picture it may help.
 

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strain will be induced due to its own weight also.So,strain will always be present.
 
Chestermiller said:
What are surface slips?

Chet

Hi chet, thanks for the reply

Surface slips by which i mean the deformation of the slip planes at the surface if the force is just enough.
 

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