I have a 2D system for which I create the stiffness tensor of an isotropic 
material, but for each finite element I create it with a different shear 
modulus. The shear modulus is random for each element (I use an exponential 
distribution, but any distribution leads to the same behavior as long as 
the std is high), with no structure such as layers or anything else. In 
this case, the system should clearly be macroscopically isotropic (up to 
statistical fluctuations due to the random properties) for symmetry reasons.

On Thursday, 9 July 2020 05:03:45 UTC+2, Wolfgang Bangerth wrote:
>
> On 7/2/20 10:06 PM, David F wrote: 
> > 
> > *_Q2_:* why the system behaves as anisotropic if its local inhomogeneous 
> > elastic properties are isotropic? If you have any comment or suggestion 
> about 
> > the problem of mesh-induced elastic anistropy in FEM, I would like to 
> know it. 
>
> I don't know how exactly you choose your coefficient, but if you alternate 
> layers of isotropic materials, then you get an anisotropic material. Think 
> about layering styrofoam plates with steel plates -- the resulting stack 
> of 
> layers is essentially incompressible under loads from the side (because 
> the 
> steel plates provide the stiffness), but is quite compressible if you load 
> it 
> from top and bottom (because the styrofoam layers will simply collapse). 
>
> Best 
>   W. 
>
> -- 
> ------------------------------------------------------------------------ 
> Wolfgang Bangerth          email:                 bang...@colostate.edu 
> <javascript:> 
>                             www: http://www.math.colostate.edu/~bangerth/ 
>
>

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