The plane strain condition is satisfied when breath, b » h, the depth of the bar.
Lower-Bound:
Find a stress system, e.g. σ = 0 in the length of the bar where there is the notch, σ = 2k elsewhere.

Therefore, for a breadth b, P = 2khb = load = stress × area
Upper-Bound:
Postulate a suitable simple deformation pattern.

Assume yielding by slip on 45º shear planes with shear yield stress k. Let displacement along shear plane AB = δx.
Then internal work done =
, where the force is
acting on the shear plane AB.
Distance moved by the external load ![]()
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So, here we obtain the same result for the upper bound and lower bound
is the true failure load, the load required to cause plastic flow.

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