Surface acoustic waves in multilayer structures In the linear theory of piezoelectricity and in the quasistatic electric approximation the system of differential equations, describing t
Trang 1Proof a) flows out from considering the right-hand-side of (6.1), it ensures that all the terms
are positive at the assumption of positive definiteness of the elasticity tensor Proof b) also
follows from the right-hand-side of (6.1) by passing to a limit at h n
Remarks 6.1 a) Expression (6.1)1 for the limiting speed c was apparently obtained for the s1
first time; expression for the limiting speed c was obtained by Kuznetsov (2006) and s2
Kuznetsov and Djeran-Maigre (2008) with a different asymptotic scheme
b) It follows from the right-hand side of (6.3) that the corresponding limiting speed is
independent of physical and geometrical properties of other layers It can be said that the
limiting wave is insensitive to the layers of finite thickness in a contact with a halfspace
c) Assuming in Eq (6.1)1 that the plate is single-layered with n and taking 1
where is Poisson’s ratio The plot on Fig.1 shows variation of the longitudinal bulk wave
speed and the limiting speed c versus Poisson’s ratio The plot reveals that in the whole s1
admissible range of 1;1 , the speed c remains substantially lower than the s1
longitudinal bulk wave speed The speed c approaches speed of the shear bulk wave only s1
Trang 2Soliton-Like Lamb Waves in Layered Media 65
d) For a triple-layered plate with the outer layers of the same physical and geometrical
properties (such a case often occurs in practice) the limiting speed c s1 is
where index 1 is referred to the outer layers, and 2 corresponds to the inner layer Assuming
in Eq (6.7) that h1h2, while other physical properties of the layers have comparable
values, yields coincidence of c s2 with the shear bulk wave speed of the inner layer
Remarks 6.2 a) Expression (6.1)1 for the limiting speed c s1 was apparently obtained for the
first time; expression for the limiting speed c s2 was obtained by Kuznetsov (2006) and
Kuznetsov and Djeran-Maigre (2008) with a different asymptotic scheme
7 Acknowledgements
Authors thank INSA de Lyon (France) and the Russian Foundation for Basic Research
(Grants 08-08-00855 and 09-01-12063) for partial financial support
8 References
Achenbach J.D Wave Propagation in Elastic Solids, North-Holland Publ., Amsterdam -
London, 1973
Arnol'd V.I Mathematical Methods of Classical Mechanics, Springer-Verlag, N.Y., 1989
Auld B.A Acoustic Fields and waves in Solids, Vol.2, 2nd edition, Krieger Pub Co, Malabar
FL, 1990
Barber J.R Three-dimensional elasticity solutions for isotropic and generally anisotropic
bodies, Applied Mechanics and Materials, 5-6 (2006) 541-550
Barber J.R and Ting T.C.T Three-dimensional solutions for general anisotropy, J Mech Phys
Solids, 55 (2007) 1993 - 2006
Chree C The equations of an isotropic elastic solid in polar and cylindrical coordinates, their
solutions and applications, Trans Camb phil Soc Math Phys Sci., 14 (1889) 250
Craik A.D.D The origins of water wave theory, Annual Review of Fluid Mechanics 36 (2004)
1 – 28
Davies R M A critical study of the Hopkinson pressure bar, Phil Trans R Soc A240 (1948)
375 – 457
Eckl C., Kovalev A.S., Mayer A.P., Lomonosov A.M., and Hess P Solitory surface acoustic
waves, Physical Rev., E70 (2004) 1 - 15
Ewing W.M., Jardetzky W.S., and Press F Elastic Waves in Layered Media, McGraw-Hill Inc.,
N.Y., 1957
Fu Y.B Hamiltonian interpretation of the Stroh formalism in anisotropic elasticity, Proc
Roy Soc A 463 (2007) 3073 – 3087
Trang 3Gogoladze V.G Dispersion of Rayleigh Waves in a Layer (in Russian), Publ Inst Seism
Acad Sci U.R.S.S 119 (1947) 27 – 38
Graff K F Wave Motion in Elastic Solids, Dover Inc., N.Y., 1975
Hartman P Ordinary differential equations, John Wiley & Sons, Inc., N.Y., 1964
Haskell N.A Dispersion of surface waves on multilayered media, Bull Seismol Soc
Kaplunov J.D and Nolde, E.V Long-Wave Vibrations of a Nearly Incompressible Isotropic
Plate with Fixed Faces, Quart J Mech Appl Math 55 (2002): 345 – 356
Kawahara T Oscillatory solitary waves in dispersive media, J Phys Soc Japan 33 (1972) 260
– 268
Kliakhandler I.L., Porubov A.V., and Velarde M.G Localized finite-amplitude disturbances and
selection of solitary waves, Physical Review E 62 (2000) 4959-4962
Korteweg D.J and de Vries F On the Change of Form of Long Waves Advancing in a
Rectangular Canal, and on a New Type of Long Stationary Waves, Philosophical Magazine 39 (1895) 422 – 443
Knopoff L A matrix method for elastic wave problems, Bull Seismol Soc Am 54 (1964) 431
Comptes Rendus Acad Sci., Paris, Ser Mecanique, №336(2008) pp 102 – 107
Lamb H.On waves in an elastic plate, Proc Roy Soc A93 (1917) 114 – 128
Lange J.N Mode conversion in the long-wavelength limit, J Acoust Soc Am., 41 (1967)
Li, X.-D., and Romanowicz B Comparison of global waveform inversions with and without
considering cross-branch modal coupling, Geophys J Int., 121 (1995) 695 – 709
Lowe M.J.S Matrix techniques for modeling ultrasonic waves in multilayered media, IEEE
Transactions on Ultrasonics, Ferroelectrics, and Frequency Control 42 (1995) 525 –
Mal A.K., Knopoff L A differential equation for surface waves in layers with varying
thickness, J Math Anal Appl 21 (1968) 431 – 441
Trang 4Soliton-Like Lamb Waves in Layered Media 67
Meeker T.R and Meitzler A.H Guided wave propagation in elongated cylinders and plates,
in: Physical Acoustics, (Ed W P Mason) Vol 1, Part A, Chap 2 Academic Press, New York 1964
Meyer C.D Matrix Analysis and Applied Linear Algebra, SIAM, N.Y., 2002
Miles J.W The Korteweg-de Vries equation, a historical essay, J Fluid Mech 106 (1981) 131 –
147
Miklowitz J Elastic waves and waveguides, North-Holland, Amsterdam, 1978
Mindlin R.D The thickness shear and flexural vibrations of crystal plates J Appl Phys 22
(1951) 316
Mindlin R.D Influence of rotatory inertia and shear on flexural motions of isotropic, elastic
plates, J Appl Mech., 18 (1951) 316
Mindlin R.D Vibrations of an infinite elastic plate and its cut-off frequencies, Proc Third US
Nat Congr Appl Mech., (1958) 225
Mindlin R.D Waves and vibrations in isotropic, elastic plates In Structural Mechanics
(Editors J.N Goodier and N Hoff) (1960) 199 – 232
Mindlin R.D and McNiven H.D Axially symmetric waves in elastic rods, J Appl Mech., 27
(1960) 145 – 151
Mindlin R.D and Medick M.A Extensional vibrations of elastic plates, J Appl Mech., 26
(1959) 561 – 569
Mindlin R.D and Onoe M Mathematical theory of vibrations of elastic plates, In:
Proceedings of the XI Annual Symposium on Frequency Control U S Army Signal Corps Engineering Laboratories, Fort Monmouth, New Jersey (1957) 17 – 40
Moler C and Van Loan Ch Nineteen Dubious Ways to Compute the Exponential of a Matrix,
SIAM Review, 20 (1978) 801 – 836
Moler C and Van Loan Ch Nineteen Dubious Ways to Compute the Exponential of a Matrix,
Twenty-Five Years Later SIAM Review, 45 (2003) 3 – 48
Onoe M A study of the branches of the velocity-dispersion equations of elastic plates and
rods, Report: Joint Commitee on Ultrasonics of the Institute of Electrical Communication Engineers and the Acoustical Society of Japan, (1955) 1 – 21
Onoe M., McNiven H.D., and Mindlin R.D Dispersion of axially symmetric waves in elastic
rods, J Appl Mech., 29 (1962) 729 – 734
Pagneux V., Maurel A Determination of Lamb mode eigenvalues, J Acoust Soc Am., 110(3)
(2001) Sep
Planat M., Hoummady M Observation of soliton-like envelope modulation generated in an
anisotropic quartz plate by metallic in interdigital transducers, Appl Phys Lett, 55 (1989) 103 – 114
Pochhammer L Uber die Fortpflanzungsgeschwindigkeiten kleiner Schwingungen in einem
unbegrenzten istropen Kreiszylinder, J reine angew Math 81 (1876) 324 – 336
Poncelet O., Shuvalov A.L., and Kaplunov J.D Approximation of the flexural velocity branch in
plates, Int J Solid Struct., 43 (2006) 6329 – 6346
Porubov I.V., Samsonov A.M., Velarde M.G., and Bukhanovsky A.V Strain solitary waves in an
elastic rod embedded in another elastic external medium with sliding, Phys.Rev Ser E, 58 (1998) 3854 – 3864
Russell Scott J Report on waves, In: Fourteenth meeting of the British Association for the
Advancement of Science, York, 1844 (London 1845), 311 – 390
Trang 5Ryden N., Lowe M.J.S., Cawley P., and Park C.B Evaluation of multilayered pavement
structures from measurements of surface waves, Review of Progress in Quantitative Nondestructive Evaluation, 820 (2006) 1616 – 1623
Simonetti F Sound Propagation in Lossless Waveguides Coated with Attenuative Materials,
PhD thesis, Imperial Colledge, 2003
Soerensen M.P., Christiansen P.L., and Lomdahl P.S Solitary waves on nonlinear elastic rods I
J Acoust Soc Amer., 76 (1984) 871 – 879
Stroh A.N Dislocations and cracks in anisotropic elasticity Phil Mag 3 (1958) 625-646 Stroh A.N Steady state problems in anisotropic elasticity, J Math Phys 41 (1962) 77 - 103 Tanuma K Stroh Formalism and Rayleigh Waves (Reprinted from J Elasticity, 89, 2007),
Springer, N.Y., 2007
Tarn J.-Q A state space formalism for anisotropic elasticity Part I Rectilinear anisotropy
Int J Solids Structures, 39 (2002) 5157 – 5172
Tarn J.-Q A state space formalism for anisotropic elasticity Part II Cylindrical anisotropy
Int J Solids Structures, 39 (2002) 5143 – 5155
Thomson W.T Transmission of elastic waves through a stratified solid medium, J Appl
Phys 21 (1950) 89 – 93
Ting T.C.T Anisotropic elasticity: theory and applications Oxford University Press, New
York, 1996
Ting T.C.T A modified Lekhnitskii formalism á la Stroh for anisotropic elasticity and
classifications of the 6X6 matrix N, Proc Roy Soc London, A455 (1999) 69 – 89
Ting T.C.T Recent developments in anisotropic elasticity Int J Solids Structures, 37 (2000)
Treves F Introduction to Pseudodifferential and Fourier Integral Operators, Vol.1, Plenum
Press, N.Y and London, 1982
Yan-ze Peng Exact periodic wave solutions to a new Hamiltonian amplitude equation, J
Phys Soc Japan 72 (2003) 1356 – 1359
Zanna A and Munthe-Kaas H.Z Generalized polar decompositions for the approximation of
the matrix exponential, SIAM J Matrix Anal Appl., 23 (2002) 840 – 862
Zwillinger D Handbook of Differential Equations, Academic Press, Third Edition, 1998
Trang 63
Surface and Bulk Acoustic Waves in Multilayer Structures
V I Cherednick and M Y Dvoesherstov
Nizhny Novgorod State University
Russia
1 Introduction
The application of various layers on a piezoelectric substrate is a way of improving the
parameters of propagating electroacoustic waves For example, a metal film of certain
thickness may provide the thermal stability of the wave for substrate cuts, corresponding to
a high electromechanical coupling coefficient The overlayer can vary the wave propagation
velocity and, hence, the operating frequency of a device The effect of the environment (gas
or liquid) on the properties of the wave in the layered structure is used in sensors The layer
may protect the piezoelectric substrate against undesired external impacts Multilayer
compositions allow to reduce a velocity dispersion, which is observed in single-layer
structures In multilayer film bulk acoustic wave resonators (FBAR) many layers are
necessary for proper work of such devices Therefore, analysis and optimization of the wave
propagation characteristics in multilayer structures seems to be topical General methods of
numerical calculations of the surface and bulk acoustic wave parameters in arbitrary
multilayer structures are described in this chapter
2 Surface acoustic waves in multilayer structures
In the linear theory of piezoelectricity and in the quasistatic electric approximation the
system of differential equations, describing the mechanical displacements ui along the three
spatial coordinates xi (i = 1, 2, 3) and the electric potential in the solid piezoelectric
medium, may be written in such view (Campbell and Jones, 1968):
2
2
j k
ijkl kij
i l k i
u u
i l i k
u e
In these equations cijkl is the forth rank tensor of the elastic stiffness constants, eijk is the third
rank tensor of the piezoelectric constants, ij is the second rank tensor of the dielectric
constants, - the mass density, t – time, and the summation convention for repeated indices
is used The expression (1) contains three equations and (2) gives one more equation, totally
Trang 7four equations These equations must be solved for each medium of all the multilayer
system, which is shown in Fig 1
Fig 1 Multilayer structure - substrate and M layers
The coordinate axis x1 direction coincides with the wave phase velocity v, the coordinate
axis x3 is normal to the substrate surface and the axis origin is set on this surface, as shown
in Fig 1 A solution of equations (1) and (2) we will seek in the following form:
Here j – amplitudes of the mechanical displacements, 4 – the amplitude of the electric
potential, b i – directional cosines of the wave velocity vector along the corresponding axises,
k = /v = 2/ – the wave number, – a circular frequency, – a wavelength Substitution
of (3) into (1) and (2) gives the system of four linear algebraic equations for wave
amplitudes:
2 4
Trang 8Surface and Bulk Acoustic Waves in Multilayer Structures 71
This equation allows to determine the unknown directional cosine b 3 , if the values v, b 1, and
b 2 are set For flat pseudo-surface acoustic wave the values of the directional cosines are
following:
where is the wave attenuation coefficient along the propagation direction For surface
acoustic wave the attenuation is absent and = 0 The equation (8) with taking into account
(9) gives the following eighth power polynomial equation with respect to the b value:
Coefficients ai of this equation are represented by very complicated expressions, depending
on material constants of the medium, a phase velocity v, and the attenuation coefficient
For pseudo-surface acoustic waves ≠ 0 and therefore coefficients ai are complex values For
surface acoustic waves = 0 and coefficients ai are pure real values In this case roots of the
equation (10) are either real or complex conjugated pairs If ≠ 0, roots of the equation (10)
are complex but not conjugated So, solving (numerically certainly) the equation (10), we get
eight roots b (n) (n = 1, 2, …, 8), which are complex values in general case These values are the
eigenvalues of the problem Substituting each of these values into (7) and then into equation
system (6), we can define all four complex amplitudes ( )j n for each root b (n) Values
( )n
j
represent the eigenvectors of the problem This procedure must be performed for the
substrate and for each layer Found solutions are the partial solutions of the problem or
partial modes
The general solution for each medium is formed as a linear combination of partial solutions
(partial modes) Quantity partial modes in the general solution for each medium must be
equal to quantity of boundary conditions on its surfaces Four boundary conditions on each
surface are used, namely three mechanical and one electrical one The substrate is
semi-infinite, i.e it has only one surface Hence only four partial solutions are required for
forming the general solution for the substrate It means that some procedure of roots
selection is required for substrate For surface acoustic wave four roots with negative
imaginary parts are selected from four complex conjugated pairs This condition of roots
selection corresponds to decreasing of the wave amplitude along the –x3 direction (into the
depth of the substrate), i.e to condition of the localization of the wave near the surface
Practically the procedure of roots sorting with increasing imaginary parts order is
performed and then four first roots are used for forming of the general solution
For pseudo-surface wave roots are not complex conjugated, but they also contain four roots
with negative imaginary part and also these four roots are first in the sorted roots sequence
In this case the roots selection rule is some different Three first roots in the sorted sequence
are selected, but the fourth root of this sequence is replaced with the fifth one (with the
positive imaginary part of minimal value) This condition corresponds to increasing of the
Trang 9wave amplitude into the depth of the substrate and provide the energy conservation law
satisfaction (wave attenuates along the propagation direction x1 due to nonzero value of in
the direction cosine b1, see (9)) For high velocity pseudo-surface wave (the second order
pseudo-surface wave or quasi-longitudinal pseudo-surface wave) only two first roots of the
sorted sequence are selected, the third and the fourth roots are replaced with the fifth and
the sixth ones
All these rules of roots selection are applied for substrate only For each layer of the
structure shown in Fig 1 there is no problem of roots selection, because each layer has two
surfaces and all eight roots (all eight partial modes) are used for forming of the general
solution for each layer
One must to note, that in some special cases the quantity of partial modes may be less, than
four for substrate and less, than eight for layers This must be taken into account at forming
of the general solution for corresponding case
So, the general solution for each medium is formed as a linear combination of corresponding
Here m is the medium number, N m = n0 + n1 + … + nm, nm – the quantity of partial modes in
the medium number m (m = 0 corresponds to a substrate, m = 1 corresponds to the 1st layer
etc., N0-1 = n0-1 = 0), Cn – unknown coefficients and a continuous numeration is used for them
(strange upper indices support this continuous numeration here and further)
The substrate is assumed the piezoelectric medium in all the cases and n0 = 4 in general case
(or less in some special cases) There are eight partial modes for each layer in the general
case if it is piezoelectric or six modes in the general case, if the layer is anisotropic
nonpiezoelectric or isotropic medium (dielectric or metal) For isotropic medium the second
component of the mechanical displacement u2 is decoupled with u1 and u3 and may be
arbitrary, for example one can set u2 = 1
Unknown coefficient Cn in (11) and (12) can be determined using the boundary conditions
on all the internal boundaries and on the external surface of the upper layer Unfortunately
it is impossible to formulate boundary conditions in the universal form, applicable to all the
combinations of the substrate and layers materials Therefore we must investigate different
variants of material combinations separately
For piezoelectric layers conditions of continuity of the mechanical displacements, electric
potential, normal components of the stress tensor and the electric displacement must be
satisfied for all the internal boundaries On the external surface of the top layer normal
components of the stress tensor must be equal to zero If this surface is open (free), the
continuity of the normal component of the electric displacement must be satisfied, if this
surface is short circuited, then electric potential must be equal to zero The stress tensor and
electric displacement in piezoelectric medium can be calculated by means of following
expressions:
Trang 10Surface and Bulk Acoustic Waves in Multilayer Structures 73
In these equations j, k, l = 1, 2, 3, m = 0, 1, 2, … M-1 (not up to M!), where M is the quantity of
layers, x 3(m) = h1 + h2 + … + hm, x3(0) = 0 Equations (15a) represent the continuity of
mechanical displacements, (15b) – the continuity of the stress normal components, (15c) –
the continuity of the electrical potential, (15d) – the continuity of the electric displacement
normal component If surface x3 = x3(m) is short circuited by metal layer of zero thickness,
equations (15c) and (15d) must be changed The right part of the (15c) must be replaced
with zero, the left part of (15d) also must be replaced with zero and the right part of (15d)
must be replaced with the right part of (15c)
The boundary conditions equations for stress on the external surface of the top layer (m = M)
can be obtained from equations (15b) by replacing the right part of this equation with zero
Analogously by replacing the right part with zero the equation (15c) gives electric boundary
condition for the short circuited external surface In order to formulate the boundary
condition on the free external surface, the potential in the free space must be written in the
Here φ (M) is the potential of the external surface (x3 = x3(M)) The potential (16) satisfies
Laplace equation (that can be checked by direct substitution of (16) into this equation) and
vanishes at x3 ∞
Trang 11The normal component of the electric displacement in the free space:
Here 0 is the dielectric permittivity of the free space Using the expression (17) we can get
the condition of the continuity of the normal component of the electric displacement on the
free (open) external surface:
The system of the boundary conditions equations contains n0 + n1 + n2 + … + nM equations
with the same number of unknown coefficients Cn In general case n0 = 4, n1 = n2 = … = nM = 8
For metal layers mechanical boundary conditions are the same as for the previous case (only
one must take into account, that piezoelectric constants of layers are zero) and the electric
boundary condition is formulated only for the substrate surface:
0
( ) 0 4 1
n n n n
This variant of boundary conditions is also valid, if the first layer is metal and all other
layers are non-piezoelectric dielectrics and metals in an arbitrary combination For this
variant in the general case n0 = 4, n1 = n2 = … = nM = 6
For isotropic dielectric layers the mechanical boundary conditions are the same as for the
previous case Electric boundary conditions became complicated and multi-variant because
any boundary may be either free or short circuited Only the single variant is simple – the
first boundary is short circuited For this variant the electric boundary condition is
presented by the single equation (19), such as for previous case
In general case the dependence of the potential in the free space is defined by equation (16)
and inside the m-th dielectric isotropic layer it must be written as:
Coefficients Am and Bm can be expressed by potentials on the layer boundaries, which
depend on the electric conditions on this boundaries (free or short) Using conditions of the
continuity of the potential and the normal component of the electric displacement one can
exclude all the boundary potentials and express the potential φ(1) in the first layer as
function of x3 This function will content only φ(0)(x3 = 0) – potential on the substrate
surface From the potential φ(1) one can express the normal component of the electric
displacement on the substrate surface and use the condition of the continuity of this value
for formulation of the electric boundary condition equation This is the single equation, but
its view significantly depends on the electric conditions on other boundaries
If all the boundaries are electrically free and there is only the single layer, the equation,
which describes the electric boundary conditions, can be written so:
Trang 12Surface and Bulk Acoustic Waves in Multilayer Structures 75
Here and hereinafter εm (m = 1, 2, … M) is the relative permittivity of the m-th layer R2 in
(21b) is the recurrent coefficient, which allows to obtain the equation for two layers from
equations (21) for one layer For the single layer R2 = 1, and for two layers:
The recurrent coefficient R3 gives possibility to obtain the equation for three layers from
equation for two layers:
And so on, i.e the equation of electric boundary conditions for m + 1 layers may be obtained
from the equation for m layers by using the recurrent coefficient Rm+1 (RM+1 = 1, if M is the
total number of layers) To obtain the equation for M layers one must write equation for one
layer, then for two layers and so on until the equation for M layers will be obtained
If one of the boundary surfaces x3 = x3(m) is short circuited (metalized), then electric
conditions of all the further boundaries are unimportant, because the electric field outside