A general method is presented for the rigorous solution of a circular inclu
sion embedded within an infinite matrix in plane elastostatics. The bonding
at the inclusion-matrix interface is considered to be imperfect with the a
ssumption that the interface imperfections are circumferentially inhomogene
ous. Using analytic continuation, the basic boundary value problem for four
analytic functions is reduced to two coupled first order differential equa
tions for two analytic functions. The resulting closed-form solutions inclu
de a finite number of unknown constants determined by analyticity and certa
in other auxiliary conditions. The method is illustrated using a particular
class of inhomogeneous interface. The results from these calculations are
compared to the corresponding results when the imperfections in the interfa
ce are circumferentially homogeneous. These comparisons illustrate, for the
first time, how the circumferential variation of the parameter describing
the imperfection has a pronounced effect on the average stresses induced wi
thin the inclusion.