The true, true stress-strain curve?

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Discussion Overview

The discussion revolves around the differences between engineering stress-strain curves and true stress-strain curves, particularly in the context of materials like steel. Participants explore the behavior of these curves before and after the yield point, as well as the implications of elastic deformation on the true stress-strain curve.

Discussion Character

  • Exploratory
  • Technical explanation
  • Debate/contested

Main Points Raised

  • One participant notes that engineering and true stress-strain curves appear similar before the yield point but diverge afterward, questioning whether the true curve should also differ in the elastic region due to changes in cross-sectional area.
  • Another participant argues that necking is not significant below the ultimate tensile strength (UTS) and suggests that the initial change in cross-sectional area is too small to affect the elastic region significantly.
  • A third participant mentions that when considering finite deformation effects, the differences in yield strength evaluations are typically small, often less than 5% and usually between 0.5-2%, depending on the definition of yield strength.
  • A fourth participant raises a question about the contrasting behavior of engineering and true stress-strain curves in tensile versus compressive tests.

Areas of Agreement / Disagreement

Participants express differing views on the significance of changes in cross-sectional area in the elastic region and the implications for true versus engineering stress-strain curves. The discussion remains unresolved regarding the extent of these differences and their practical impact.

Contextual Notes

There are limitations related to the definitions of yield strength and the assumptions made about material behavior in different loading conditions, which may affect the interpretations presented.

Gunde
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If you look at a engineering stress-strain curve compared to the true* stress-strain curve of a steel for example, they start to differ somewhere after the yield point. Before the yield point they seem to be the same.
If you look at the specimen in the in the elastic region, as it deforms elastic it also becomes a bit thinner. I’m thinking that the true stress-strain curve should differ from the engineering curve, also in the elastic region. But it don’t seem that whey. The true curve should tilt a bit more upward as the specimen gets under strain, still in the elastic region.
Is this deviation to small to be noticed or am whey off in my thinking here?
Thanks!
*(calculated for the actual diameter of the specimen when it deforms under strain)
 
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There is not really necking that is happening below UTS . There is undoubtedly some poisson's effect, but the necking is really considered to be happening after UTS. That allows us to use engineering stress and strain (S, e) to determine true stress (σ, ε) through the relations σ = S(e+1) and
ε = ln(e+1). Again, the constraint is that it is below the UTS. I would think that the initial change in cross sectional area is so small that it really isn't going to have any real effect in the elastic region.
 
I'll echo Fred's statement + when in some cases have included finite deformation effects also when evaluating yield strength the differences have been approximately < 5%, typically < 0.5-2% (note that quite a bit of this arises from how you define your yield strength in the first place), so nothing too influential.
 
why is the engineering stress- strain curve below the true stress- strain curve in a tensile test and the opposite occurs in a compressive test.
 

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