An existing condensation model reduction theory is modified so as to p
erform degree-of-freedom elimination on the constitutive operators of
semi-discrete system models while retaining system-response-prediction
fidelity in those degrees-of-freedom that remain. For the important s
pecial case for which this process corresponds to homogenizing/smoothi
ng of the constitutive behavior of deterministic, heterogeneous media,
such as composites, the spatially-discrete version of the macroscale
constitutive operator is fully and directly calculated from the given,
spatially discrete microscale-constitutive and material-independent o
perators, the composition of which forms the spatially discrete system
operator. (In this paper, ''micro'' is taken to mean the scale of the
heterogeneity, such as the inclusion-matrix scale of a composite comp
onent, and ''macro'' is taken to mean a scale which is globally small
but large compared to the heterogeneity, such as the local-structural-
response scale of a composite component. Some refer to this definition
of microscale as the mesoscale.) The form of structural-scale composi
te constitutive operators, as well as their content, are hence amenabl
e to systematic deduction in this semi-discrete setting. (Linear-elast
ic and viscoelastic forms are examples of stress-strain constitutive o
perator forms for solids.) This contrasts with current ''guess the for
m and fit its parameters'' techniques. In fact, it is shown that the s
emi-discrete kernel of a wide class of nonlocal macroscale constitutiv
e operators can be computed directly. The condensation method of this
paper is applicable to nonlinear constitutive relations as well as lin
ear ones, at least to an extent comparable to the condensation model r
eduction theory from which it originated. As both a demonstration and
a validation check, the method is applied to the computation of the ma
croscale stress-displacement operator for both a periodic and a nonper
iodic linear elastic laminate.