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becuase its suppose to

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Rosetta Pollich

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Q: Why a stress strain curve usually has two segments?
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Related questions

Why a stress-strain curve usually has two segments?

becuase its suppose to


Why a stress-strain curve usually has two segments.?

Elastic - Plastic Deformation Ranges. Before and after yield point.


Details about stress strain curve?

stress strain curve details


Where does the stress-strain curve end?

when the material fails


Is the ratio of stress-strain in the region below the proportional limit on the stress-strain curve?

stress is directly proportional to strain up to the proportional limit. Their ratio is young's modulus.


How do you calculate the elastic limit?

By using stress-strain curve.


How many stress values can be found in stress strain curve?

An infinite amount... for any given Strain, there is a corresponding Stress value. To see what I mean, plot a Stress Strain graph in excel using 10 sets of values, then do another using 20... the one with 20 has a smoother curve, see where I'm coming from?


What is strength coefficient?

Stress-strain power curve coefficient, K, numerically equal to the extrapolated value of true stress at a true strain of 1.00.


Explain why in tensile test the level of the true stress-strain curve is higher than that of engineering stress - stain curve?

see the following questionWhat_the_difference_between_true_strain_and_engineering_strain


What is 2 Secant Modulus?

This question probably is referring to a 2% secant modulus, which can be the tensile, flexural or compressive modulus (slope of a stress/strain curve) of a material that is determined from calculating the slope of a line drawn from the origin to 2% strain on a stress/Strain curve.


Draw stress strain curve for mild steel?

Mild steel usually contains predominantly of Ferrite structure and it has got good ductility. The difference in stress-strain curve of Mild steel to other ductile materials is that it undergoes Multiple yielding. it occurs due to the fact that C and N segregate to dislocations.


When use proof stress?

When the stress-strain curve of a material fails to produce a clear yield strength.