In particle or short-fiber reinforced composites, cracking of the rein
forcements is a significant damage mode because the broken reinforceme
nts lose load carrying capacity. This paper deals with elastic stress
distribution and load carrying capacity of intact and broken ellipsoid
al inhomogeneities. Axisymmetric and three dimensional finite element
analyses have been carried out on intact and broken ellipsoidal inhomo
geneities in an infinite body under uniaxial tension and under pure sh
ear. For the intact inhomogeneity, as well known as Eshelby's solution
[18], the stress distribution is uniform in the inhomogeneity and non
uniform in the surrounding matrix. On the other hand, for the broken i
nhomogeneity, the stress in the region near the crack surface is consi
derably released and the stress distribution becomes more complex. The
average stress in the inhomogeneity represents its load carrying capa
city, and the difference between the average stresses of the intact an
d broken inhomogeneities indicates the loss of load carrying capacity
due to cracking damage. The load carrying capacity of the broken inhom
ogeneity is expressed in terms of the average stress of the intact inh
omogeneity and some coefficients. The coefficients are given as functi
ons of an aspect ratio for a variety of combinations of the elastic mo
duli of inhomogeneity and matrix. It is found that a broken inhomogene
ity with high aspect ratio maintains higher load carrying capacity tha
n one with low aspect ratio. (C) 1997 Acta Metallurgica Inc.