The missing stresses in the question:
Engineering Engineering strain
Stress (MpA)
235 0.194
250 0.296
Answer:
σ = 245MPa
Explanation:
For this problem, we first need to convert engineering stresses and strains to true stresses and strains so that the constants K and n may be determined. Since σT = σ(1 + ε)
So,
σT1 = (235 MPa)(1 + 0.94) = 280 MPa
σT2 = (250 MPa)(1 + 0.296) = 324MPa
Similarly for strains, since;
εT = ln(1 + ε)
Thus;
ε T1 = ln (1 + 0.194) = 0.177
εT2 = ln (1 + 0.296) = 0.259
We know that true stress;
σε =(σT/K)^(1/n)
So taking log of both sides, to get;
log σT = log K + n log εT
which allows us to set up two simultaneous equations for the above pairs of true stresses and true strains, with K and
n as unknowns.
Thus ,
log (280) = log K + n log (0.177)
and
log (324) = log K + n log (0.259)
Solving both log equations simultaneously, we get;
K = 543 MPa and n = 0.383
Now converting, ε to true strain;
ε T= ln (1 + 0.25) = 0.223
From the true stress equation earlier quoted, we'll make σT the subject and get;
σT = (εT^n) x k
σT = 543 x (0.223^(0.383)) = 306 MPa
Now converting this value of σT
to an engineering stress using the first equation quoted in this answer, gives;
σ = σT/(1 +ε) = 306/(1+0.25) = 245MPa