This paper addresses the problem of finding shapes of contacting bodie
s avoiding undesirable stress concentrations. It has previously been s
hown that designing the shape of a rigid body in contact with a fixed
linear elastic body by minimizing the equilibrium potential energy und
er an isoparametric constraint results in a uniform contact pressure d
istribution. As an extension of this result, it is shown here that whe
n the shape of an elastic body in contact with a flat rigid foundation
is chosen on the same premises, the uniform pressure distribution is
found only if displacement gradients can be considered small. From the
point of view of applications, an important conclusion is that this s
mallness holds in a case when linear elasticity is physically valid.