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In mathematics and physics, homogenization is a method of studying partial differential equations with rapidly oscillating coefficients, such as : \nabla\cdot\left(A\left(\frac\right)\nabla u_\right) = f where \epsilon is a very small parameter and A\left(\vec y\right) is a 1-periodic coefficient: A\left(\vec y+\vec e_i\right)=A\left(\vec y\right), i=1,\dots, n. It turns out that the study of these equations is also of great importance in physics and engineering, since equations of this type govern the physics of inhomogeneous or heterogeneous materials. Of course, all matter is inhomogeneous at some scale, but frequently it is convenient to treat it as homogeneous. A good example is the continuum concept which is used in
continuum mechanics Continuum mechanics is a branch of mechanics that deals with the mechanical behavior of materials modeled as a continuous mass rather than as discrete particles. The French mathematician Augustin-Louis Cauchy was the first to formulate such m ...
. Under this assumption, materials such as fluids, solids, etc. can be treated as homogeneous materials and associated with these materials are material properties such as
shear modulus In materials science, shear modulus or modulus of rigidity, denoted by ''G'', or sometimes ''S'' or ''μ'', is a measure of the elastic shear stiffness of a material and is defined as the ratio of shear stress to the shear strain: :G \ \stackr ...
, elastic moduli, etc. Frequently, inhomogeneous materials (such as composite materials) possess microstructure and therefore they are subjected to loads or forcings which vary on a length scale which is far bigger than the characteristic length scale of the microstructure. In this situation, one can often replace the equation above with an equation of the form :\nabla\cdot\left(A^*\nabla u\right) = f where A^* is a constant tensor coefficient and is known as the effective property associated with the material in question. It can be explicitly computed as : A^*_=\int_ A(\vec y)\left( \nabla w_j(\vec y)+\vec e_j\right) \cdot\vec e_i\, dy_1\dots dy_n , \qquad i,j=1,\dots,n from 1-periodic functions w_j satisfying: : \nabla_y\cdot\left(A(\vec y)\nabla w_j\right)= -\nabla_y\cdot\left(A(\vec y)\vec e_j\right). This process of replacing an equation with a highly oscillatory coefficient with one with a homogeneous (uniform) coefficient is known as ''homogenization''. This subject is inextricably linked with the subject of
micromechanics Micromechanics (or, more precisely, micromechanics of materials) is the analysis of composite or heterogeneous materials on the level of the individual constituents that constitute these materials. Aims of micromechanics of materials Heterogene ...
for this very reason. In homogenization one equation is replaced by another if u_\epsilon\approx u for small enough \epsilon, provided u_\epsilon\to u in some appropriate norm as \epsilon\to 0. As a result of the above, homogenization can therefore be viewed as an extension of the continuum concept to materials which possess microstructure. The analogue of the differential element in the continuum concept (which contains enough atom, or molecular structure to be representative of that material), is known as the " Representative Volume Element" in homogenization and micromechanics. This element contains enough statistical information about the inhomogeneous medium in order to be representative of the material. Therefore averaging over this element gives an effective property such as A^* above. Classical results of homogenization theory were obtained for media with periodic microstructure modeled by partial differential equations with periodic coefficients. These results were later generalized to spatially homogeneous random media modeled by differential equations with random coefficients which statistical properties are the same at every point in space. In practice, many applications require a more general way of modeling that is neither periodic nor statistically homogeneous. For this end the methods of the homogenization theory have been extended to partial differential equations, which coefficients are neither periodic nor statistically homogeneous (so-called arbitrarily rough coefficients).


The method of asymptotic homogenization

Mathematical homogenization theory dates back to the French, Russian and Italian schools. The method of asymptotic homogenization proceeds by introducing the fast variable \vec y=\vec x/\epsilon and posing a formal expansion in \epsilon: : u_\epsilon(\vec x) = u(\vec x,\vec y) = u_0(\vec x,\vec y)+ \epsilon u_1(\vec x,\vec y)+\epsilon^2 u_2(\vec x,\vec y)+O(\epsilon^3)\, which generates a hierarchy of problems. The homogenized equation is obtained and the effective coefficients are determined by solving the so-called "cell problems" for the function u_1(\vec x,\vec x/\epsilon).


See also

*
Asymptotic analysis In mathematical analysis, asymptotic analysis, also known as asymptotics, is a method of describing limiting behavior. As an illustration, suppose that we are interested in the properties of a function as becomes very large. If , then as beco ...
* Γ-convergence * Mosco convergence * Effective medium approximations


Notes


References

* * * * *{{Citation , last1 = Braides , first1 = A. , last2 = Defranceschi , first2 = A. , title = Homogenization of Multiple Integrals , series = Oxford Lecture Series in Mathematics and Its Applications , place = Oxford , publisher =
Clarendon Press Oxford University Press (OUP) is the university press of the University of Oxford. It is the largest university press in the world, and its printing history dates back to the 1480s. Having been officially granted the legal right to print books ...
, year = 1998 , isbn = 978-0-198-50246-3 Asymptotic analysis Partial differential equations