Two dissimilar, homogeneous and isotropic, elastic half-spaces are bon
ded together over their infinite plane of contact. An arbitrarily shap
ed finite part of one of them (an inclusion) tends spontaneously to un
dergo a uniform infinitesimal strain, but, as it remains attached to a
nd restrained by the surrounding material, an equilibrated state of st
ress and strain is established everywhere instead. By adopting a conve
nient expression for the fundamental field of a point force, we constr
uct the full elastic field of a layer of body force and hence of the t
ransformed inclusion. For a general shape of the inclusion and for par
ticular spherical and finite cylindrical shapes in detail, we consider
the evaluation of the elastic strain energy, especially of the intera
ction term which depends on the location of the inclusion and both pai
rs of elastic moduli, and which is of great significance in physical a
pplications.