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ACOUSTIC  WAVE  PROPAGATION   327

  SAWs that propagate  parallel  to the  surface with a phase  velocity uR and whose  displace-
  ment  and  potential  amplitudes  decay  with distance  away from  the  surface  (X 3 , > 0).  The
  direction  of propagation  can  be taken as the x 1-axis, and the  (x 1, x 3)  plane can  be  defined
  as the  sagittal  plane.
    Note  that the propagation  geometry  axes  depicted  in Figure  10.4  do not  always corre-
  spond to the axes in which the material  property  tensors are expressed.  There  are transfor-
  mation formulae that can be applied  to the property tensors so that all the above equations
  hold  for  the  new  axes.  The  elastic  constants  (Q/M), the piezoelectric  constants  (e,-^/), and
  the  dielectric  constants  (e,- 7)  can  be  substituted by  c' ijkl,  e' ijkl, s'^.  The  primed  parameters
  refer to a rotated coordinate  system through the Euler transformation matrix (Auld  1973a).
    The  solutions  for  Equations  (10.23)  and  (10.24)  have  the  form  of running waves: the
  surface  wave solution  is  in the  form  of  a linear  combination  of  partial  waves of  the  form
  (Auld  1973a)


                 ui  = Ai exp(—kx 3) exp  -jco \t-~\\                 (10.26)

                  (p  — B exp(— kxj)  exp  —jco  I t  --  -  I  and  x  >  0  (10.27)
                                    L     V    VR /  J

  Here,  co is  the  angular frequency of  the  electrical  signal, k  is  the  wave number, given by
  27T/A,,  and  A.  is  the  wavelength, given  by  2nvR/co.
    When the three  particle  displacement  components  exist, the solutions  are called  gener-
  alised  Rayleigh  waves.  The  crystal  symmetry  and  additional  boundary  conditions  (elec-
  trical  and  mechanical)  impose  further  constraints  on  the  partial  wave  solutions.  If  the
  sagittal  plane  is  a  plane-of-mirror  symmetry  of  the  crystal,  x\  is  a  pure-mode  axis  for
  the  surface wave, which involves only the potential  and the  sagittal-plane  components of
  displacement.
    Because  the  Rayleigh  wave  has  no  variation  in  the  X2 -direction,  the  displacement
  vectors  have  no  component  in  the  x 2  -direction  and  the  solution  is  given  as  follows
  (Varadan  and  Varadan  1999):
    Assume displacements  u\  and  u3  to  be  of  the  form  A exp(— bx 3 )  exp[jk(x 1  — ct)]  and
  B exp(— bxT,}  exp[jk(x 1  — ct)],  and  u 2  equal  to  zero,  where  the  elastic  half-space  that
  exists  for  x 3  is  less  than  or  equal  to  zero,  B  and  A  are  unknown  amplitudes,  k  is  the
  wave  number  for  propagation  along  the  boundary  (x 1-axis)  and  c  is  the  phase  velocity
  of  the  wave.  Physical  consideration  requires  that  b  can,  in  general,  be  complex  with  a
  positive  real  part.  Substitution of the  assumed displacement  into Navier— Stokes equation
  gives  (Varadan and  Varadan  1999)


                                V - T - / t )  =  0                   (10.28)


  and  use  of  the  generalised  Hooke's  law  for  an isotropic  elastic  solid  yields  two  homoge-
  neous  equations  in  A  and  B.  For  a nontrivial  solution,  the determinant  of the  coefficient
  matrix  vanishes,  giving two roots  for b  in terms  of the  longitudinal and  transverse  veloc-
  ities.  Substitution  of  the  roots  of  b  obtained,  as  shown  earlier,  into  the  homogeneous
  equations  in A and B  gives the amplitude ratios. Thus, we obtain the general  displacement
  solution  (Equation  10.28)  (Varadan and  Varadan  1999).
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