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ACOUSTIC  WAVE PROPAGATION     331





























             Figure  10.8  Schematic  of  Love  wave device  used  for calculations



  x 3  =  h  represents  the  free  boundary  of  the  layer.  Let  us  assume  that  displacements  are
  oriented  along  the  x 2-axis  and  are independent  of x 1.  Then,  let  us consider  a  monochro-
  matic  progressive  wave  of  frequency  a>  propagating  along  the  x 1-axis.
    Using  the  symbols  p 1,  G 1,  u 1  and  P 2,  G 2,  and  u 2  for  the  density,  the  shear  modulus
  and  the  displacement  vector  of  the  volume  elements  for  the  substrate  and  the  layer,
  respectively;  VT\  and  k\  (equal  to  CO/VTI),  the  phase  velocity  of  the  transverse  waves
  and  the  wave  number  in  medium  M 1;  and  vj2  and  k 2  (<v/VT2),  the  same  quantities  in
  medium  A/2, let  us  finally  call  c  and  k  (equal  to  cafe)  the  phase  velocity  and  the  wave
  number  of the  Love  wave,  whose  existence  is postulated  (see  Figure  10.8).
    The solutions of the propagation's Equation  (10.29) can now be written in the following
  way  (Varadan and  Varadan  1999):

                                       jkx\
                     u 2x2 = (B 1 + B 2) exp (jcot  - kx 1  + a 2x 3)  (10.32)
                                              j

  where
                                  2
                                                         2
                                                      2
                              - c /4i   <*2 = -k\   -  c /v T2         (10.33)
  It  can  be  verified  that  the  above  equation  satisfies  the  Naviers  Equation  (10.28)  in  the
  two  media  and  further  that  u 3  ->• 0  as  x 3  ->  — oo  (Varadan and  Varadan  1999).  u T1  and
      are the  transverse  wave  velocities,  as  defined  earlier by  Equation  (10.28).
  V T2
    The  three  constants  A,  B 1,  and  B 2  are  determined  by  the  boundary  conditions  that
  require  not  only  that  the  tangential  stresses  0 23  cancel  out  in  the  plane  X 3, =  h  but  also
  that  they  are continuous  as well  as  the  displacements  u 1x2  and  u 2x2  in the plane  Jt3 =  0
  (Ewing  et al.  1957;  Slobodnik  1976).
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