In this paper, the elastic field in an infinite elastic body containing a p
olyhedral inclusion with uniform eigenstrains is investigated. Exact soluti
ons are obtained for the stress field in and around a fully general polyhed
ron, i.e., an arbitrary bounded region of three-dimensional space with a pi
ecewise planner boundary. Numerical results are presented for the stress fi
eld and the strain energy for several major polyhedra and the effective sti
ffness of a composite with regular polyhedral inhomogeneities. It is found
that the stresses at the center of a polyhedral inclusion with uniaxial eig
enstrain do not coincide with those for a spherical inclusion (Eshelby's so
lution) except for dodecahedron and icosahedron which belong to icosidodeca
family, i.e., highly symmetrical structure.