In this paper a homogenised constitutive relation for the global behaviour
of periodic composite structures is derived in the case of elasto-plastic m
aterial components. In principle, the representative volume element could b
e affected by any kind of non-linear material behaviour respecting the comp
lementarity rule, therefore special emphasis is put on the description of t
he generality of the algorithm. The method is currently restricted to small
strains, plane problems and monotonic proportional loading conditions. (C)
1998 Elsevier Science B.V. All rights reserved.