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334                            S.  POMMIER


            principal  stress  component  around  their  mean  values.  This  dispersion  reaches  +/- 35%  in
            copper under uniaxial loading conditions. If a biaxial stress state is applied on a sample, with a
            mean value of the Tresca equivalent stress equal to that applied under uniaxial conditions (Eq.
            (2)), does it mean that the dispersion around this mean value (Eq. (3)) is also the same? There
            is no reason to consider that the load percolation networks associated with each direction are
            uncorrelated. In  such a case, the dispersion of the difference between the maximum and the
            minimum principal stress components is not the sum of the dispersions for each component.
            The same problem occurs for determining the dispersion on the maximum resolved shear stress
            on slip systems.








              This question is important, since the fatigue life of the material is limited by the "weakest"
            grains, and consequently by the maximum bound of the distribution of z,,,   and not by its mean
            value <zmax>. It  is therefore important to check if, with similar <zmax>, but different loading
            conditions, the maximum bounds for z,,,   are similar.
              To answer this question, the crystalline orientation of one grain at the centre of the model
            was  fixed, while  the  orientations of the  other  grains in  the  model  were  selected randomly
            before each computation. The calculations were performed for copper. One hundred and fifty
            computations have been performed in uniaxial extension and in shear. The data are "measured"
            at the centre of the grain with a fixed crystalline orientation.



                           IOOQO

















                                              IOOQO           15000
                                        ueq Ttexca  .C  ueq Ttesca

            Fig.  12.  Probability that the Tresca equivalent stress, in a grain with a given orientation at the
            centre of the thin sheet, is greater than a given value. Distribution calculated using the FEM, for
            a  given  orientation  and  150  configurations  of  the  neighbours.  Solid  symbols:  uniaxial
            extension, empty symbols: shear.
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