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 ...
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.
Theoretically, the yield strength of the material is the stress at which the stress-strain curve stops being linear. In actual testing of most materials, the transition to non-linear is not very clear in that area. The .2% offset line is used to intercept a yield stress for reporting a yield strength. Though arbitrary to a certain extent, it has become the traditional method.
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.
stress strain curve details
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.
a stress strain curve and a load displacement curve is pretty much the same thing, given the data is from the same specimen. its just the stress (force/area) is divided by a constant area and the strain (change in length/original length) is divided by a constant original length. therefore your curve would pretty much look the same as dividing by a constant will not change your graph. hope this explains your question
becuase its suppose to