“…Partitioning an RVE into smaller elements and introducing the notions of kinematical and static apparent stiffness and compliance tensors relative to the uniform strain and traction boundary conditions, Huet (1990) applied the classical minimum potential and complementary energy principles of linear elasticity to establish hierarchical bounds for the effective stiffness and compliance tensors. Huet's approach has been further developed by his co-workers and others in relation to linear materials (see, e.g., Sab, 1992;Hazanov and Huet, 1994;Hazanov and Amieur, 1995;Balendrana and Nemat-Nasser, 1995;Ostoja-Starzewski, 1996Zohdi et al, 1996;Nemat-Nasser and Hori, 1999), and has been also extended to some nonlinear materials (Hazanov, 1999a,b;Nemat-Nasser and Hori, 1999;He, 2001;Jiang et al, 2001). The notions of kinematical and static apparent stiffness and compliance tensors are particularly relevant to the problem of determination of the minimum RVE size.…”