When analyzing the behavior of composite materials under various loading co
nditions, the assumption is generally made that the behavior due to randomn
ess in the material can be represented by a homogenized, or effective, set
of material properties. This assumption may be valid when considering displ
acement, average strain, or even average stress of structures much larger t
han the inclusion size. The approach is less valid, however, when consideri
ng either behavior of structures of size at the scale of the inclusions or
local stress of structures in general. In this paper, Monte Carlo simulatio
n is used to assess the effects of microstructural. randomness on the local
stress response of composite materials. In order to achieve these stochast
ic simulations, the mean, variance and spectral density functions describin
g the randomly varying elastic properties are required as input. These are
obtained here by using a technique known as moving-window generalized metho
d of cells (moving-window GMC). This method characterizes a digitized compo
site material microstructure by developing fields of local effective materi
al properties. Once these fields are generated, it is straightforward to ob
tain estimates of the associated probabilistic parameters required for simu
lation. Based on the simulated property fields, a series of local stress fi
elds, associated with the random material sample under uniaxial tension, is
calculated using finite element analysis. An estimation of the variability
in the local stress response for the given random composite is obtained fr
om consideration of these simulations. (C) 2001 Elsevier Science Ltd. All r
ights reserved.