Closed-form solutions for the modified exterior Eshelby tensor, strain concentration tensor, and effective moduli of particle-reinforced composites are presented when the interfacial damage is modeled as a linear spring layer of vanishing thickness; the solutions are validated against finite element analyses. Based on the closed-form solutions, the applicability of the interface spring model is tested by calculating those quantities using finite element analysis (FEA) augmented with a matrix-inhomogeneity non-overlapping condition. The results indicate that the interface spring model reasonably captures the characteristics of the stress distribution and effective moduli of composites, despite its well-known problem of unphysical overlapping between the matrix and inhomogeneity. external strain, , to the average internal strain field inside the inhomogeneity, , as , : , where , is the interior strain concentration tensor and is given in terms of the interior Eshelby tensor, , , and elastic stiffness tensors, and , of the matrix and the inhomogeneity, respectively 8 . Hence, given the importance of the Eshelby tensor, a primary focus of recent research has been the derivation of the simplified form of , for various material properties and geometries of the inclusion 9-11 .The strain field of the matrix around the inclusion has also been studied because the strain field outside of the inclusion plays a critical role in determining the mechanical properties beyond the elastic response regime. It is also important for considering composites with high reinforcement volume fractions, in which the interaction among the reinforcements becomes important. The non-uniform strain field at a position in the matrix can be expressed with a similar form as , : * , where the superscript "Ext" refers to the exterior, and , is the exterior Eshelby tensor 12, 13 . The exterior Eshelby tensor and the exterior strain concentration tensor, , , have been used to consider the shear localization of metallic glass, the matrix failure point for reinforced composites, and the interaction among the reinforcements [14][15][16] .Further progress on the inclusion or inhomogeneity problem has been achieved by considering the interfacial damage present in realistic composites where debonding or slip between the matrix and inclusion can occur. As a simplified model of interfacial imperfection, J. Qu introduced a linear-spring layer of vanishing thickness at the interface to represent the displacement jump between the inclusion and the matrix 17, 18 . Zero and infinite interfacial spring compliance correspond to perfect and completely damaged (i.e., no load transfer between the matrix and the inclusion) interfaces, respectively. Owing to its mathematical simplicity and easier physical interpretation (compared to the interface stress model 19,20 and the interphase model 21,22 ), the interface spring model has been widely adopted to describe composites with an imperfect interface 17,18,[23][24][25][26] . In earlier studies, the modified interior Eshelb...