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Between longitudinal and cross deformation of the rod there is a
           clear experimentally established relationship.
             The absolute value of the ratio of relative cross deformation to
           relative longitudinal deformation in tension or compression is the
           constant value for a given material and is called Poisson’s ratio:

                                            
                                cross    z    y  .               (2.16)
                                            
                                  long    x     x
             This  is  a  dimensionless  coefficient  characterizing  the  elastic
           properties  of  the  material  and  is  determined  experimentally.  For
           different materials the value of Poisson’s coefficient is determined
                                                            0
           within  0     0,5.  For  example,  for  cork    ,  for  wax  and
           rubber    0,5, for most metals 0,25     0,35 .

             Generally  speaking,  the  Poisson's  ratio  for  isotropic  materials
           should  be  within   1     0,5.  This  negative  lower  limit  is
           obtained  theoretically  on  the  basis  of  energy  considerations.
           However, at present we do not know any structural materials with
           the negative Poisson's ratio. Obviously, they will appear in future.
             The cross deformation in the direction of the axes   and z  y  we

           obtain  from the  equation (2.16) taking  into account Hooke's  law
           (2.10):

                                       x  .               (2.17)
                           z    y        x
                                                 E

           2.5   Determination       of   displacements.       Differential
           equations of motion

             Consider  a  rod  that  is  loaded  by  the  tensile  force  P .  Let
           distinguish  two  arbitrary  cross-sections  a a   and  b b   at  the
           distance  dx  from each other (fig.2.7). Under the load the section



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