For plane stress (\sigma_{3}=0 ), what is the largest possible ratio of \sigma_{1}/Y at yielding and at what stress ratio, \alpha , does this occur?
Inspecting Equation (6.12),
\sigma_{1} = Y/(1-\alpha +\alpha^{2} )^{1/2}. (6.12)
it is clear that the maximum ratio of \sigma_{1}/Y corresponds to the minimum value 1-\alpha +\alpha^{2}. Differentiating and setting to zero, d(1-\alpha +\alpha^{2} )/ d \alpha=-1+ 2\alpha ; \alpha =-1/2 . Substituting into equation 6.12, \sigma_{1}/Y = [1 − 1/2 + (1/2)^{2} ]^{-1/2} =√(4/3) = 1.155.