From the origin O to the point called proportional limit, the stress-strain curve is a straight line. After reaching the proportional limit, the curve shows less stress until it gets to the ultimate strength, where the stress decreases.
Typical is not exactly a good word. A stress-strain curve can look very different depending on the material that is being tested.
Stress-strain curves will have a modulus of elasticity, the slope leading up to the yield point. Along this line, a material can take the pressure and will only elastically deform. Meaning, the material will go back to its original state without a change in its properties or dimensions. Its like bending a paperclip, the paperclip be slightly bent without the shape changing. Once you bend the paperclip far enough, the paperclip will reach its yield point and begin to plastically deform. Plastically deform means you have permanently altered the shape and now you begin to effect the strength of the material. If stress is continually applied, lets say as a tensile test, then an ultimate tensile strength will have been reached. This is where plastic deformation continues and worsens. And eventually a breaking point for all materials will have been reached, when discussing most metals, the breaking point is less than the ultimate tensile strength due to the loss in cross sectional area.
There are many materials that will also break at its own yield point, which can include glass, some plastics, and cast iron. The actual stress-strain curve really depends on the material that is being tested.
It is usually obtained by taking a rectangular bar of the material with known area cross section ( width x height). It is gripped on its ends in a tensile test machine that measures laod with a load cell as it is applied. The bar has a straijn guage extensometer on it as the load is applied, measuring strain (displacement/length). Output is through softeware to obtain the load vs. strain curve. Since stress is load/area, you now have a stress strain curve
stress is directly proportional to strain up to the proportional limit. Their ratio is young's modulus.
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?
Brittle materials such as ceramics do not have a yield point. For these materials the rupture strength and the ultimate strength are the same, therefore the stress-strain curve would consist of only the elastic region, followed by a failure of the material.
hi .. this Q I have asked you to answer it ..... how can I answer it if I have knowing the answer so why I aske you to answer me ...
The strain gage indicates strain, and the stress is from Hooke's law; stress = modulus times strain so you need to know the modulus of elasticity
stress strain curve details
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jubo
when the material fails
stress is directly proportional to strain up to the proportional limit. Their ratio is young's modulus.
By using stress-strain curve.
becuase its suppose to
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?
Stress-strain power curve coefficient, K, numerically equal to the extrapolated value of true stress at a true strain of 1.00.
see the following questionWhat_the_difference_between_true_strain_and_engineering_strain
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.
When the stress-strain curve of a material fails to produce a clear yield strength.