Elastic moduli of a material containing composite inclusions: effective medium theory and finite element computations

Concrete is a good example of a composite material in which the inclusions (rocks and sand) are surrounded by a thin shell of altered matrix material and embedded in the normal matrix material. Concrete, therefore, may be vie wed as consisting of a matrix material containing composite inclusions. Ass igning each of these phases different linear elastic moduli results in a co mplicated effective elastic moduli problem. A new kind of differential effe ctive medium theory (D-EMT) is presented in this paper that is intended to address this problem. The key new idea is that each inclusion particle, sur rounded by a shell of another phase, is mapped onto an effective particle o f uniform elastic moduli. The resulting simpler composite, with a normal ma trix. is then treated in usual D-EMT. Before use. however, the accuracy of this method must be determined, as effective medium theory of any kind is a n uncertain approximation. One good way to assess the accuracy of effective medium theory is to compare to exact results for known microstructures and phase moduli. Exact results, however, only exist for certain microstructur es (e.g., dilute limit of inclusions) or special choices of the moduli (e.g ., equal shear moduli), Recently, a special finite element method has been developed that can compute the linear elastic moduli of an arbitrary digita l image in 2D or 3D. If a random microstructure can be represented with eno ugh resolution by a digital image, then its elastic moduli can be readily c omputed. This method is used, after proper error analysis, to provide strin gent tests of the new D-EMT equations, which are found to compare favorably to numerically exact finite element simulations, in both 2D and 3D, with v arying composite inclusion particle size distributions. (C) 2001 Published by Elsevier Science Ltd.