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INTRODUCTION  TO ACOUSTICS    323

  between  these  two points  after  a force has  been  applied  may be  written as



                           (x,f)  =  2S ij (x,  t)dx i  dx j           (10.3)

                                          3
  where S ij(x,  t)  is the  second-order  strain  tensor  defined  by
                                   ±  + 3u i + 9j±^-\                    (]04)
                                   Cy  dXi   dX{  dXj  J
  with  the subscripts  of  i,  j,  and k being  x,  y,  or  z.
    For  rigid  materials,  the  deformation  gradient  expressed  in  Equation  (10.4)  must  be
  kept  small  to  avoid  permanent  damage  to the  structure; hence,  the  last  term  in the  above
  expression  is  assumed to be  negligible,  and  so the  expression  for  the  strain-displacement
  tensor  is rewritten as

                                    du t(x,t),  ,  j ( x , t ) - ]
                                                   ,
                                      t
                       Sij(x, 0 = -  — - --   h -4 -                      (10.5)
                                               4 -
                                 2               dxt  J
  10.4.2  Stress

  When  a body  vibrates  acoustically,  elastic  restoring  forces,  or  stresses, develop  between
  neighbouring  particles.  For a body  that is  freely  vibrating,  these  forces  are the  only  ones
  present.  However, if the vibration  is caused  by the influence of external  forces,  two types
  of  excitation  forces  (body  and  surface  forces)  must be  considered.  Body  forces  affect  the
  particles  in the interior  of the body directly,  whereas surface forces are applied  to material
  boundaries to generate acoustic  vibration. In the latter case, the applied  excitation  does not
  directly  influence  the particles  within the body  but it is rather  transmitted  to them through
  elastic restoring  forces, or stresses,  acting between  neighbouring particles.  Stresses within
  a  vibrating  medium  are  defined by  taking  the  material  particles  to  be  volume  elements,
  with  reference  to  some  orthogonal  coordinate  system  (Auld  1973a).  In  order  to  obtain  a
  clearer understanding of stress,  we make the use of the following simple  example.  Let us
  assume a small  surface area  AA  on an arbitrary  solid  body with a unit normal n,  which is
  subjected  to a surface force  AF  with uniform components  AF i.  The surface AA  may be
  expressed  as  a  function  of  its  surface components  AA j  and  the unit normal  components
    as follows:
  n j
                                  A j = n j A A                         (10.6)
  with  the  subscript  j  taking  a value of  1, 2,  or  3.
    The  stress  tensor,  T ij,  is then related  to the  surface force and the  surface  area through

                                        AF i


  with  the  subscripts  i  and  j  taking  a  value of  1, 2,  or  3.

  3
   A tensor is a matrix  in which  the elements are  vectors.
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