A Dispersive Model For Wave Propagation In Periodic … · There is a substantial number of...

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1 A Dispersive Model For Wave Propagation In Periodic Heterogeneous Media Based On Homogenization With Multiple Spatial And Temporal Scales Wen Chen and Jacob Fish Department of Civil Engineering and Scientific Computation Research Center, Rensselaer Polytechnic Institute, Troy, NY 12180, USA Abstract: A dispersive model is developed for wave propagation in periodic heterogeneous media. The model is based on the higher order mathematical homogenization theory with multiple spatial and temporal scales. A fast spatial scale and a slow temporal scale are introduced to account for the rapid spatial fluctua- tions as well as to capture the long-term behavior of the homogenized solution. By this approach the prob- lem of secularity, which arises in the conventional multiple-scale higher order homogenization of wave equations with oscillatory coefficients, is successfully resolved. A model initial/boundary value problem is analytically solved and the results have been found to be in good agreement with a numerical solution of the source problem in a heterogeneous medium. 1. Introduction When a wavelength of a traveling signal in a heterogeneous medium is comparable to the characteristic length of the microstructure, successive reflection and refraction of the waves between the interfaces of the material lead to significant dispersion effect (see for example [1][2][3]). This phenomenon cannot be predicted by the classical homogenization theory and thus prompting a significant interest in the scientific community in attempt to develop a dispersive effective medium theory. The use of multiple-scale expansions as a systematic tool of averaging for problems other than elastodynamics can be traced to Sanchez-Palencia [5], Benssousan, Lions and Papanicoulau [6], as well as Bakhvalov and Panasenko [7]. The role of higher order terms in the asymptotic expansion has been investigated in statics by Gambin and Kroner [8], and Boutin [9]. In elastodynamics, Boutin and Auriault [10] demonstrated that the terms of a higher order successively introduce effects of polarization, dispersion and attenuation. There is a substantial number of articles utilizing multiple-scale homogenization tech- niques for wave propagation problems in periodic media. Most often, a single-frequency time dependence is assumed prior to the homogenization [11]. A notable exception is a recent article of Fish and Chen [12], which investigated the initial/boundary value problem with rapidly varying coefficients by employing the multiple-scale homogenization tech- nique. They showed that while higher order terms are capable of capturing dispersion effects, they introduce secular terms which grow unbounded with time. When the observa- tion time is small, higher order terms introduce the necessary correction to the leading order term capable of resolving the dispersion effect. However, as the time window increases, the higher order terms become close to or larger than the leading order term owing to the existence of secularity. In this case, the asymptotic expansion breaks down as it ceases to be valid. To our knowledge, the present manuscript represents a first attempt to resolve the problem of secularity within the framework of the multiple-scale analysis for wave propagation in composites.

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Page 1: A Dispersive Model For Wave Propagation In Periodic … · There is a substantial number of articles utilizing multiple-scale homogenization tech-niques for wave propagation problems

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A Dispersive Model For Wave Propagation In Periodic Heterogeneous Media Based On Homogenization With

Multiple Spatial And Temporal Scales

Wen Chen and Jacob FishDepartment of Civil Engineering and Scientific Computation Research Center,

Rensselaer Polytechnic Institute, Troy, NY 12180, USA

Abstract: A dispersive model is developed for wave propagation in periodic heterogeneous media. Themodel is based on the higher order mathematical homogenization theory with multiple spatial and temporalscales. A fast spatial scale and a slow temporal scale are introduced to account for the rapid spatial fluctua-tions as well as to capture the long-term behavior of the homogenized solution. By this approach the prob-lem of secularity, which arises in the conventional multiple-scale higher order homogenization of waveequations with oscillatory coefficients, is successfully resolved. A model initial/boundary value problem isanalytically solved and the results have been found to be in good agreement with a numerical solution of thesource problem in a heterogeneous medium.

1. Introduction

When a wavelength of a traveling signal in a heterogeneous medium is comparable to thecharacteristic length of the microstructure, successive reflection and refraction of thewaves between the interfaces of the material lead to significant dispersion effect (see forexample [1][2][3]). This phenomenon cannot be predicted by the classical homogenizationtheory and thus prompting a significant interest in the scientific community in attempt todevelop a dispersive effective medium theory.

The use of multiple-scale expansions as a systematic tool of averaging for problemsother than elastodynamics can be traced to Sanchez-Palencia [5], Benssousan, Lions andPapanicoulau [6], as well as Bakhvalov and Panasenko [7]. The role of higher order termsin the asymptotic expansion has been investigated in statics by Gambin and Kroner [8],and Boutin [9]. In elastodynamics, Boutin and Auriault [10] demonstrated that the termsof a higher order successively introduce effects of polarization, dispersion and attenuation.

There is a substantial number of articles utilizing multiple-scale homogenization tech-niques for wave propagation problems in periodic media. Most often, a single-frequencytime dependence is assumed prior to the homogenization [11]. A notable exception is arecent article of Fish and Chen [12], which investigated the initial/boundary value problemwith rapidly varying coefficients by employing the multiple-scale homogenization tech-nique. They showed that while higher order terms are capable of capturing dispersioneffects, they introduce secular terms which grow unbounded with time. When the observa-tion time is small, higher order terms introduce the necessary correction to the leadingorder term capable of resolving the dispersion effect. However, as the time windowincreases, the higher order terms become close to or larger than the leading order termowing to the existence of secularity. In this case, the asymptotic expansion breaks down asit ceases to be valid. To our knowledge, the present manuscript represents a first attempt toresolve the problem of secularity within the framework of the multiple-scale analysis forwave propagation in composites.

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For dynamic problems, described by hyperbolic differential equations, there are at leastfour scales involved: (1) the scale of the microstructure, (2) the scale of the macrostruc-ture, (3) the shortest wavelength of the signal traveling in the media, and (4) the time scaleof observation. The dispersion phenomena become prominent when the time window islarge. Therefore, in order to properly model the dispersion effect, it is desirable to con-struct uniformly valid asymptotic expansions.

The primary objective of the current manuscript is to study the problem of secularityintroduced by the higher order multiple-scale approximation of the initial/boundary valueproblem in periodic heterogeneous media. We first consider fast spatial-temporal scales inaddition to the usual space-time coordinates. The resulting unit cell problem is shown tobe hyperbolic giving rise to fast time dependence of the solution in the unit cell domain,while the resulting macroscopic equation is the same as in the classical multiple spatialscale analysis and thus failing to resolve dispersion effects. The main contribution of thepresent paper is given in Section 3.2, where we introduce both fast spatial scale aimed toaccount for rapid spatial fluctuations of material properties and a slow temporal scale des-ignated to capture the long-term behavior of the homogenized solution. The resulting mac-roscopic equations of motion are solved analytically in Section 4 for an illustrative initial/boundary value problem.

2. Problem Description

We consider wave propagation normal to the layers of a periodic elastic bilaminate with

as the characteristic length (see Figure 1). The governing elastodynamics problem is

stated as

(1)

with appropriate boundary conditions on the domain boundary and initial conditions

, (2)

where represents the displacement field; and are the mass density

and elastic modulus, respectively; and denote differentiation with respect to x

and time, respectively; and in (1) is used to express a rapid spatial variation ofmaterial properties.

The goal is to establish an effective homogeneous model in which the local fluctuationsdue to the heterogeneities do not appear explicitly and the response of the original hetero-geneous material can be approximated by the response of the effective homogeneousmedium. This is facilitated by the method of multiple-scale asymptotic expansion.

Ω

ρ x ε⁄( )u tt; E x ε⁄( )u x;[ ] x;– 0=

u x 0,( ) f x( )= u t; x 0,( ) g x( )=

u x t,( ) ρ x ε⁄( ) E x ε⁄( )( ) x; ( ) t;

0 ε 1«<

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3. Asymptotic Analysis with Multiple Spatial and Temporal Scales

Under the premise that the composite macro reference length ( the mac-

roscopic wavelength) [10][17] is much larger than the unit cell dimension , i.e.

, where and c are the circular frequency, wave numberand phase velocity of the macroscopic wave, respectively, it is convenient to introduce amicroscopic spatial length variable y such that

(3)

In addition to the fast spatial variable, we will consider various time scales

(4)

where m is an integer. Since the response quantities u and depend on x, , t, and

, a two-scale asymptotic expansion is employed

, (5)

The homogenization process consists of inserting the asymptotic expansions (5) into thegoverning equation (1), identifying the terms with the equal power of , and then solvingthe resulting problems.

Following the aforementioned procedure and replacing the spatial derivative by

and the time derivative by , we obtain a series of

equations in ascending power of starting with .

3.1 Fast Spatial-Temporal Scales

This case corresponds to . The two time scales are related by

Figure 1: A bilaminate with periodic microstructure

L λ 2π( )⁄= λΩ

Ω L⁄ ωΩ( ) c⁄ kΩ 1«= = ω k,

y x ε⁄=

ξ εmt=

σ y x ε⁄=

ξ εmt=

u x y t ξ, , ,( ) εiui x y t ξ, , ,( )

i 0=

n

∑= σ x y t ξ, , ,( ) ε iσi x y t ξ, , ,( )i 1–=

n

∑=

ε

( ) x;

( ) x, ε 1– ( ) y,+ ( ) t; ( ) t, εm( ) ξ,+

ε ε 2–

m 1–=

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(6)

At , we get

(7)

from where it can be easily shown that is independent of y and and thus

(8)

For equation we get

(9)

Owing to linearity of the above equation, the solution of can be sought in the form

(10)

Substituting (10) into (9) yields

(11)

Consider the unit cell in Figure 1. The cell domain consists of subdomains and

, occupied by materials tagged by superscripts 1 and 2, respectively, such that

, (12)

where is the volume fraction of the unit cell; is the unit cell domain in the

stretched coordinate system y, such that . Since material properties are piece-wise constant over the unit cell, equation (11) can be written as

, (13)

where

, (14)

The boundary conditions for the unit cell problem described by (13) are:

(a) Periodicity: ,

(b) Continuity: , (15)

ξ t ε⁄ η= =

O ε 2–( )

ρ y( )u0 ηη, E y( )u0 y,[ ] y,– 0=

u0 η

u0 U0 x t,( )=

O ε 1–( )

ρ y( )u1 ηη, E y( ) u0 x, u1 y,+( )[ ] y,– 0=

u1

u1 x y t η, , ,( ) U1 x t,( ) M y η,( )u0 x,+=

ρ y( )M ηη, E y( ) 1 M y,+( )[ ]–y, 0=

A1( )

A2( )

A1( )

y[= 0 y αΩ ]< < A2( )

y[= αΩ y Ω ]< <

0 α 1≤ ≤ Ω

Ω Ω⁄ ε=

Mj ηη, cj2Mj yy,– 0= j( 1 2),=

c1 E1 ρ1⁄= c2 E2 ρ2⁄=

u1 y 0=( ) u1 y Ω=( )= σ0 y 0=( ) σ0 y Ω=( )=

u1 y αΩ=( )[ ] 0= σ0 y αΩ=( )[ ] 0=

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where is the jump operator and

, (16)

Substituting (10) into (15) gives

, (17)

, (18)

For simplicity, initial conditions are taken as

, (19)

We solve the unit cell problem defined by equations (13) and (17)-(19) using the methodof Laplace transform. Taking the Laplace transform of (13) with respect to and usingthe initial conditions (19) yields

, (20)

where is the Laplace transform of . The general solution of (20) is

, (21)

where , , and are constants to be determined by the boundary conditions. Tak-

ing the Laplace transform of the boundary conditions (17) and (18), and substituting (21)into the transformed boundary conditions yields

(22)

[ ]

σi E y( ) ui x, ui 1 y,++( )= i 0 1 … n, , ,=

M1 0 η,( ) M2 Ω η,( )= E1 1 M1 y, 0 η,( )+ E2 1 M2 y, Ω η,( )+

=

M1 αΩ η,( ) M2 αΩ η,( )= E1 1 M1 y, αΩ η,( )+

E2 1 M2 y, αΩ η,( )+

=

Mj y 0,( ) Mj η, y 0,( ) 0= = j( 1 2),=

η

s2Mj y s,( ) cj

2

y2

2

∂∂

Mj y s,( )– 0= j( 1 2),=

Mj y s,( ) Mj y η,( )

M1 y s,( ) A1syc1----- A2

syc1-----sinh+cosh= M2 y s,( ) B1

syc2----- B2

syc2-----sinh+cosh=

A1 A2 B1 B2

A1 B1sΩc2------- B2

sΩc2-------sinh+cosh=

A1sαΩc1

----------- A2sαΩc1

-----------sinh+cosh B1sαΩc2

----------- B2sαΩc2

-----------sinh+cosh=

E11s---

sc1-----A2+

E21s---

sc2-----B1

sΩc2-------sinh

sc2-----B2

sΩc2-------cosh+ +

=

E11s---

sc1-----A1

sαΩc1

-----------sinhsc1-----A2

sαΩc1

-----------cosh+ +

E21s---

sc2-----B1

sαΩc2

-----------sinhsc2-----B2

sαΩc2

-----------cosh+ +

=

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Solving (22) for constants , , and , and substituting the result into (21)

yields

, (23)

where

(24)

(25)

, , (26)

, , (27)

(28)

, (29)

(30)

can be obtained by taking the inverse Laplace transform of (23), i.e.

, (31)

In order to evaluate the above integrals, we first find the singular points of the integrands.Using the hyperbolic identity

(32)

can be written as

(33)

where

A1 A2 B1 B2

M1 y s,( ) c1 1E2

E1------–

D1 y s,( )

s2F s( )

--------------------= M2 y s,( ) c1 1E2

E1------–

D2 y s,( )

s2F s( )

--------------------=

D1 y s,( ) Φ1 Φ3cosh Φ2cosh–( ) k Φ1cosh 1–( ) Φ3sinh Φ2sinh+( )+sinh=

D2 y s,( ) Ψ1cosh 1–( ) Ψ3sinh Ψ2sinh–( ) k Ψ1 Ψ3cosh Ψ2cosh–( )sinh+=

Φ1s 1 α–( )Ω

c2-------------------------= Φ2

s y α– Ω( )c1

------------------------= Φ3syc1-----=

Ψ1sαΩc1

-----------= Ψ2s y α– Ω( )

c2------------------------= Ψ3

s Ω y–( )c2

--------------------=

F s( ) 2k1 k+( )2

2------------------- sθ( ) 1 k–( )2

2------------------- sβ( )cosh+cosh–=

θ αΩc1

--------1 α–( )Ω

c2----------------------+= β αΩ

c1--------

1 α–( )Ωc2

----------------------–=

kc1E2

c2E1-----------

E2ρ2

E1ρ1

----------------= =

Mj y η,( )

Mj y η,( ) L1–

Mj y s,( )[ ]c1

2πi-------- 1

E2

E1------–

esη

Dj y s,( )

s2F s( )

--------------------------- sd

γ i∞–( )

γ ∞+( )

∫= = j( 1 2),=

2x( )cosh 2 xsinh( )21+=

F s( )

F s( ) 1 k–( )2 sβ2-----sinh

21 k+( )2 sθ

2-----sinh

2– 4F1 s( )F2 s( )= =

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, (34)

, (35)

Therefore, the singular points of the integrands in (31) are the high-order pole at

and the simple poles obtained from and (excluding ). The

roots and , are symmetrically located.

In order to evaluate the residues of the integrands at , we expand both numeratorsand denominators of the integrands into Laurent series [18][19] and apply the binomialtheorem to the denominators assuming the value of s is very small. The residues are thenthe coefficients of in the Laurent expansions. The residues of the integrands at

are given as

(36)

(37)

The residues at simple poles are evaluated as

(38)

(39)

In the above two equations, we have exploited the fact that and

are roots of and , respectively.

Based on the theory of residues, the integrals in (31) can be evaluated as

(40)

F1 s( ) λ µλ( ) k λ µλ( )sincos+cossin= F2 s( ) k λ µλ( ) λ µλ( )sincos+cossin=

λ isαΩ2c1

-------------= µ1 α–( )c1

αc2-----------------------=

s 0=

F1 s( ) 0= F2 s( ) 0= s 0=

λ1n λ2n n 1 2 3 …, , ,=

s 0=

1 s⁄s 0=

esη

D1 y s,( )

s2F s( )

----------------------------

s 0=

1 α–( )E1 y αΩ 2⁄–( )c1 1 α–( )E1 αE2+[ ]-----------------------------------------------------–=

esη

D2 y s,( )

s2F s( )

----------------------------

s 0=

αE1 y 1 α+( )Ω 2⁄–[ ]c1 1 α–( )E1 αE2+[ ]------------------------------------------------------=

esη

Dj y s,( )dds----- s

2F s( )[ ]

---------------------------

s2ic1λ1n

αΩ------------------–=

esη

Dj y s,( )

4s2F2 s( )

sdd

F1 s( )------------------------------------------

s2ic1λ1n

αΩ------------------–=

= j( 1 2),=

esη

Dj y s,( )dds----- s

2F s( )[ ]

---------------------------

s2ic1λ2n

αΩ------------------–=

esη

Dj y s,( )

4s2F1 s( )

sdd

F2 s( )------------------------------------------

s2ic1λ2n

αΩ------------------–=

= j( 1 2),=

λ1n λ2n n 1 2 3 …, , ,=( )

F1 s( ) 0= F2 s( ) 0=

Mj y η,( ) c1 1E2

E1------–

Rese

sηDj y s,( )

s2F s( )

---------------------------

∑= j( 1 2),=

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which can be further expressed as

(41)

(42)

where

(43)

(44)

(45)

(46)

From the solutions of (41) and (42) it can be observed that consists of twoparts. The first part is fast time independent whereas the second part is fast time depen-dent.

Finally, for equation, we get:

M1 y η,( )1 α–( ) E2 E1–( ) y αΩ 2⁄–( )

1 α–( )E1 αE2+---------------------------------------------------------------------- +=

αΩ4

-------- 1E2

E1------–

W1 λ1n( )G1 λ1n( )--------------------

2c1λ1nη

αΩ---------------------cos

W1 λ2n( )G2 λ2n( )--------------------

2c1λ2nη

αΩ---------------------cos+

n 1=

M2 y η,( )α E1 E2–( ) y 1 α+( )Ω 2⁄–[ ]

1 α–( )E1 αE2+----------------------------------------------------------------------- +=

αΩ4

-------- 1E2

E1------–

W2 λ1n( )G1 λ1n( )--------------------

2c1λ1nη

αΩ---------------------cos

W2 λ2n( )G2 λ2n( )--------------------

2c1λ2nη

αΩ---------------------cos+

n 1=

W1 λ( ) 2µλ( ) 2λy

αΩ---------cos

2λ y αΩ–( )

αΩ-----------------------------cos– +sin=

k 2µλ( )cos 1–[ ] 2λy

αΩ---------

2λ y αΩ–( )

αΩ-----------------------------sin+sin

W2 λ( ) 2λ( ) 1–cos[ ]2µλ Ω y–( )

1 α–( )Ω----------------------------sin

2µλ y αΩ–( )

1 α–( )Ω---------------------------------sin– +=

k 2λ( )2µλ Ω y–( )

1 α–( )Ω----------------------------cos

2µλ y αΩ–( )

1 α–( )Ω---------------------------------cos–sin

G1 λ( ) λ2k λ µλ( )cossin λ µλ( )sincos+[ ] µ k λ µλ( ) –coscos[=

λ µλ( ) ] k λ µλ( )sinsin λ µλ( )coscos–[ ] –sinsin

G2 λ( ) λ2 λ µλ( )cossin k λ µλ( )sincos+[ ] µ k λ µλ( ) +sinsin–[=

λ µλ( ) ] k λ µλ( )coscos λ µλ( )sinsin–[ ] +coscos

M y η,( )

O 1( )

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(47)

For a -periodic function , we define an averaging operator

(48)

Applying the averaging operator to (47) and making use of the solution for , we arrive

at

(49)

We assume that fast time average

(50)

exists and is finite. Following Francfort [14], we suppose that

(51)

exists and is finite, where is the Laplace transform of with respect to the fast time .

Taking the Laplace transform of (49) with respect to and performing the averaging in

the fast time, we get the macroscopic equation of motion at :

(52)

where

, (53)

We conclude that the macroscopic equation of motion at is non-dispersive. Pro-ceeding with the derivation of the higher-order terms reveals that the fast time dependence

of the displacement field introduces secular terms at and higher.

3.2 Fast Spatial and Slow Temporal Scales

In this section we introduce a fast spatial scale to account for the rapid spatial fluctua-tions of material properties and a slow temporal scale to capture the long-term behavior ofthe homogenized solution. We set , i.e.

(54)

ρ y( ) u0 tt, 2u1 tη, u2 ηη,+ +( ) E y( ) u0 x, u1 y,+( )[ ] x,– E y( ) u1 x, u2 y,+( )[ ] y,– 0=

Ω g g x y t ξ, , ,( )=

g⟨ ⟩ 1

Ω------- g x y t ξ, , ,( ) yd

Ω

∫=

u1

ρ y( )⟨ ⟩u0 tt, ρ y( )u2 ηη,⟨ ⟩ E y( ) 1 M y,+( )⟨ ⟩u0 xx,–+ 0=

1T--- ui

0

T

∫T ∞→lim x y t η, , ,( )dη

suis 0→lim

ui ui η

ηO 1( )

ρ0u0 tt, E0u0 xx,– 0=

ρ0 ρ⟨ ⟩ αρ1 1 α–( )ρ2+= = E0

E1E2

1 α–( )E1 αE2+----------------------------------------=

O 1( )

O ε2( )

m 2=

ξ ε2t τ= =

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At , we have

(55)

The general solution to the above equation is

(56)

where and are integration constants. Due to periodicity of

vanishes, implying that the leading-order displacement depends only on the

macroscale, i.e.

(57)

At the next order , the perturbation equation is

(58)

Due to linearity, the general solution of becomes

(59)

Substituting (59) into (58) yields

(60)

Equation (60) together with the periodicity and continuity conditions of and over

the unit cell domain as well as the normalization condition define the

the unit cell boundary value problem from which can be uniquely determined

, (61)

It is interesting to note that is the same as the fast time independent part of in the previous section.

At , the perturbation equation is

(62)

Applying the averaging operator defined in (48) to the above equation and taking intoaccount periodicity of , we get the non-dispersive macroscopic equation of motion

O ε 2–( )

E y( )u0 y,[ ] y, 0=

u0 a1 x t τ, ,( ) 1E y( )----------- y a2 x t τ, ,( )+d

y0

y0 y+

∫=

a1 x t τ, ,( ) a2 x t τ, ,( ) u0

a1 x t τ, ,( )

u0 u0 x t τ, ,( )=

O ε 1–( )

E y( ) u0 x, u1 y,+( )[ ] y, 0=

u1

u1 x y t τ, , ,( ) U1 x t τ, ,( ) N y( )u0 x,+=

E y( ) 1 N y,+( )[ ] y, 0=

u1 σ0

u1 x y t τ, , ,( )⟨ ⟩ 0=

N y( )

N1 y( )1 α–( ) E2 E1–( )1 α–( )E1 αE2+

----------------------------------------- yαΩ2

--------–= N2 y( )α E1 E2–( )

1 α–( )E1 αE2+---------------------------------------- y

1 α+( )Ω2

-----------------------–=

N y( ) M y η,( )

O ε0( )

ρ y( )u0 tt, E y( ) u0 x, u1 y,+( )[ ] x,– E y( ) u1 x, u2 y,+( )[ ] y,– 0=

σ1

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which is identical to equation (52). In order to capture the dispersion effect, we proceed tohigher order terms.

3.2.1 homogenization

Higher order correction, , can be determined from perturbation equation (62).

Substituting (59) and(52) into (62), yields

(63)

Linearity suggests that may be sought in the form

(64)

Substituting the above expression into (63) yields

(65)

The boundary conditions for the above equation are: periodicity and continuity of

and as well as the normalization condition . Here we only provide

general ideas. For detailed solution of the unit cell boundary value problem, we refer to[12]. Once is found, we can calculate

, , (66)

Consider the equilibrium equation of :

(67)

Applying the averaging operator to the above equation, exploiting the periodicity of

and making use of (66), we arrive at

(68)

3.2.2 homogenization

Substituting (59), (64) and (68) into equilibrium equation (67) yields

(69)

Due to linearity of the above equation, the general solution of is as follows

O ε( )

u2 O ε0( )

E y( ) u2 y, U1 x, Nu0 xx,+ +( )[ ] y, E0 ρ y( ) ρ0⁄ 1–[ ]u0 xx,=

u2

u2 x y t τ, , ,( ) U2 x t τ, ,( ) N y( )U1 x, P y( )u0 xx,+ +=

E y( ) N Py,+( )[ ] y, E0 ρ y( ) ρ0⁄ 1–[ ]=

u2

σ1 u2 x y t τ, , ,( )⟨ ⟩ 0=

P y( )

ρN⟨ ⟩ 0= E N Py,+( )⟨ ⟩ 0= E u1 x, u2 y,+( )⟨ ⟩ E0U1 x,=

O ε( )

ρ y( )u1 tt, E y( ) u1 x, u2 y,+( )[ ] x,– E y( ) u2 x, u3 y,+( )[ ] y,– 0=

σ2

ρ0U1 tt, E0U1 xx,– 0=

O ε2( )

O ε( )

E y( ) u3 y, Pu0 xxx, NU1 xx, U2 x,+ + +( )[ ] y, E0 ρ y( ) ρ0⁄ 1–( )U1 xx, +=

E0Nρ y( ) ρ0⁄ E y( ) N Py,+( )–[ ]u0 xxx,

u3

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(70)

Substituting the above expression into (69) gives

(71)

The above equation, together with the periodicity and continuity of and over the

unit cell domain as well as the normalization condition , fully deter-

mines . After is solved for, we can calculate

(72)

(73)

Finally, consider the equilibrium equation of :

(74)

Applying the averaging operator to the above equation, taking into account the periodic-ity of and making use of (72) and (73) lead to

(75)

where

(76)

characterizes the effect of the microstructure on the macroscopic behavior. It is propor-

tional to the square of the dimension of the unit cell . Note that for a homogeneous mate-

rial, or , and in the case of impedance ratio , equal

to one, vanishes.

Remark 1: In absence of slow time scale, the macroscopic equation of motion at is

(77)

u3 x y t τ, , ,( ) U3 x t τ, ,( ) N y( )U2 x, P y( )U1 xx, Q y( )u0 xxx,+ + +=

E y( ) P Qy,+( )[ ] y, E0Nρ y( ) ρ0⁄ E y( ) N Py,+( )–=

u3 σ2

u3 x y t τ, , ,( )⟨ ⟩ 0=

Q y( ) Q y( )

ρP⟨ ⟩α 1 α–( )[ ]2 ρ2 ρ1–( ) E1ρ1 E2ρ2–( )E0Ω

2

12ρ0E1E2-----------------------------------------------------------------------------------------------------=

E P Qy,+( )⟨ ⟩α 1 α–( )E0Ω

2

12ρ0-----------------------------------

E2 E1–( ) α2ρ1 1 α–( )2ρ2–[ ] E0ρ0+

1 α–( )E1 αE2+------------------------------------------------------------------------------------------- ρ0–

–=

O ε2( )

ρ y( ) u2 tt, 2u0 tτ,+[ ] E y( ) u2 x, u3 y,+( )[ ] x,– E y( ) u3 x, u4 y,+( )[ ] y,– 0=

σ3

ρ0U2 tt, E0U2 xx,–1

ε2-----Edu0 xxxx, 2ρ0u0 tτ,–=

Ed

α 1 α–( )[ ]2E1ρ1 E2ρ2–( )2

E0Ω2

12ρ02 1 α–( )E1 αE2+[ ]2

---------------------------------------------------------------------------------=

Ed

Ω

α 0= α 1= r z1 z2⁄= z( Eρ )=

Ed

O ε2( )

ρ0U2 tt, E0U2 xx,–1

ε2-----Edu0 xxxx,=

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In Section 4 we will show that the solution of this equation introduces secular terms.

Remark 2: Alternatively, we could have considered slow time scaling with , i.e.,

. It can be shown that the homogenized equations of motion in this case are:

(78)

(79)

3.3 Summary of Macroscopic Equations

In this section we summarize various order macroscopic equations of motion which havebeen derived in the previous section and prescribe initial and boundary conditions. Atten-tion is restricted to slow time scaling with m=2.

The macroscopic equations of motion are:

: (52)

: (68)

: (75)

We consider the following problem: a domain composed of an array of bilaminates withfixed boundary at and free boundary at subjected to the initial disturbance

in the displacement field. The following initial-boundary conditions are considered:

ICs: , (80)

BCs: , (81)

The calculation of the field is performed by solving equation of motion

(68). The initial and boundary conditions applied to must be such that the

global field meets macroscopic initial conditions and conditions

imposed on the boundary, i.e.

,

,

Considering (80) and (81) the initial and boundary conditions for are

m 1=

ξ εt ζ= =

ρ0U1 tt, E0U1 xx,– 2ρ0u0 tζ,–=

ρ0U2 tt, E0U2 xx,–1

ε2-----Edu0 xxxx, 2ρ0U1 tζ,– ρ0u0 ζζ,–=

O 1( ) ρ0u0 tt, E0u0 xx,– 0=

O ε( ) ρ0U1 tt, E0U1 xx,– 0=

O ε2( ) ρ0U2 tt, E0U2 xx,–1

ε2-----Edu0 xxxx, 2ρ0u0 tτ,–=

x 0= x l=

f x( )

u0 x 0 0, ,( ) f x( )= u0 t, x 0 0, ,( ) g x( ) 0= =

u0 0 t τ, ,( ) 0= u0 x, l t τ, ,( ) 0=

εU1 x t τ, ,( )

εU1 x t τ, ,( )

u0 x t τ, ,( ) εU1 x t τ, ,( )+

u0 x 0 0, ,( ) εU1 x 0 0, ,( )+ f x( )= u0 t, x 0 0, ,( ) εU1 t, x 0 0, ,( )+ g x( ) 0= =

u0 0 t τ, ,( ) εU1 0 t τ, ,( )+ 0= u0 x, l t τ, ,( ) εU1 x, l t τ, ,( )+ 0=

εU1 x t τ, ,( )

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ICs: ,

BCs: ,

Similarly, the macroscopic field is determined from the equation of motion

(75), with the initial and boundary conditions for constructed so that the glo-

bal field, , should satisfy macroscopic initial and

boundary conditions.

With this in mind, we obtain the initial and boundary conditions for different order equa-tions of motion

ICs: ,

, (82)

BCs: , (83)

From the above equations of motion and initial/boundary conditions, we can observethat

(84)

4. Solution of Macroscopic Equations

4.1 Without Slow Time Scaling

First we show that in absence of slow time scaling, the response of the second orderequation contains secular terms. We begin with the zero-order equation of motion (52) andemploy separation of variables to solve for this initial/boundary value problem. Let

(85)

Substituting the above equation into (52) and dividing by the product yields

(86)

where is the separation constant and

(87)

The resulting differential equations and corresponding solutions are:

εU1 x 0 0, ,( ) 0= εU1 t, x 0 0, ,( ) 0=

εU1 0 t τ, ,( ) 0= εU1 x, l t τ, ,( ) 0=

ε2U2 x t τ, ,( )

ε2U2 x t τ, ,( )

u0 x t τ, ,( ) εU1 x t τ, ,( ) ε2U2 x t τ, ,( )+ +

u0 x 0 0, ,( ) f x( )= u0 t, x 0 0, ,( ) g x( ) 0= =

Ui x 0 0, ,( ) 0= Ui t, x 0 0, ,( ) 0= i( 1 2),=

Ui 0 t τ, ,( ) 0= Ui x, l t τ, ,( ) 0= i( 0 1 2), ,=

U1 x t τ, ,( ) 0≡

u0 x t,( ) X x( )T t( )=

X T⋅

T′′T

------- c2X′′

X------- q

2–= =

q

c E0 ρ0⁄=

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, (88)

, (89)

where A, B, K and D are constants of integration. Substituting the above solutions into theboundary conditions (83) gives

, (90)

The second condition in the above equation gives

, (91)

Due to linearity of the differential equation, the total solution to the problem is the sumof individual solutions. Hence, we may write

(92)

The coefficients and can be determined by the initial conditions. Substituting

(92) into the initial conditions (82) gives

, (93)

Multiplying both sides of the above equations by and integrat-

ing in space between and , yields

, (94)

Substituting (94) into (92) gives the final expression for

(95)

Next, we proceed to solve for the second order macroscopic equation. Taking the fourthderivative of with respect to x and substituting the result into (77) gives

T′′ q2T+ 0= T t( ) A qt( ) B qt( )cos+sin=

X′′ q2

c2

-----X+ 0= X x( ) Kqxc

------ Dqxc

------cos+sin=

D 0= Kqlc-----cos 0=

qn 2n 1–( )πc2l------= n( 1 2 3 … ), , ,=

u0 x t,( )qnx

c-------- An qnt( ) Bn qnt( )cos+sin[ ]sin

n 1=

∑=

An Bn

f x( ) Bn2n 1–( )πx

2l--------------------------sin

n 1=

∑= An2n 1–( )πc

2l-------------------------- 2n 1–( )πx

2l--------------------------sin

n 1=

∑ 0=

2m 1–( )πx 2l( )⁄ dxsin

x 0= x l=

An 0= Bn2l--- f x( ) 2n 1–( )πx

2l--------------------------sin xd

0

l

∫=

u0 x t,( )

u0 x t,( ) Bn2n 1–( )πct

2l----------------------------cos

2n 1–( )πx2l

--------------------------sin

n 1=

∑=

u0 x t,( )

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(96)

Equation (96) can be solved by using either the method of separation of variables orLaplace transform. We employ the latter. Taking the Laplace transform of (96) withrespect to time, t, and making use of the initial conditions (82) yields

(97)

where is the Laplace transform of . The general solution of (97) is

(98)

where and are constants. Substituting the above equation into the boundary condi-

tions (83), gives

(99)

Inserting the above equation into (98) and taking the inverse Laplace transform to theresulting equation yields the solution for

(100)

It can be readily observed that the solution of is linear in time and will grow

unbounded as the time approaches infinity. Obviously, this does not reflect the physics ofthe problem. Hence, the solution is only valid when the time window is very small. In anattempt to construct an uniformly valid solution, we will consider a slow time scale in thenext section.

4.2 Dispersive Solution

We consider the solution of the macroscopic equations of motion (52) and (75). Assumethe following separation of variables for

(101)

Substituting (101) into (52) and dividing by the product yields

U2 tt, c2U2 xx,–

Ed

ε2ρ0

----------- Bn

qn

c-----

4

qnt( )cosqnx

c--------

sin

n 1=

∑=

s2U2 x s,( ) c

2U2 xx,–

Ed

ε2ρ0

----------- Bn

qn

c-----

4 s

s2

qn2+

----------------qnx

c--------

sin

n 1=

∑=

U2 x s,( ) U2 x t,( )

U2 x s,( ) b1sxc----- b2

sxc-----

Ed

ε2ρ0

----------- Bn

qn

c-----

4 s

s2

qn2

+( )2

------------------------qnx

c--------

sin

n 1=

∑+sinh+cosh=

b1 b2

b1 b2 0= =

U2 x t,( )

U2 x t,( )Edt

2ε2ρ0c4

-------------------- Bnqn3

qnt( )qnx

c--------

sinsin

n 1=

∑=

U2 x t,( )

u0 x t τ, ,( )

u0 x t τ, ,( ) Y x( )Θ t τ,( )=

Y Θ⋅

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(102)

where is a separation constant. The resulting differential equations and correspondingsolutions are

, (103)

, (104)

where and are integration constants, and are undetermined functions.

Substituting the above solutions into the boundary conditions (83) gives

, (105)

The second condition in the above equation leads to

, (106)

Due to linearity of the differential equation, the total solution can be written as the sumof individual solutions, i.e.

(107)

Inserting the above solution into the second order macroscopic equation of motion (75)gives

(108)

The forcing terms in (108) will typically generate secular terms. In order to eliminatesecular terms the forcing terms are set to zero, i.e.

1Θ----

t2

2

∂∂ Θ

c2Y′′

Y------- p

2–= =

p

t2

2

∂∂ Θ

p2Θ+ 0= Θ t τ,( ) S τ( ) pt( ) R τ( ) pt( )cos+sin=

Y′′ p2

c2

-----Y+ 0= Y x( ) h1pxc

------ h2pxc

------cos+sin=

h1 h2 S τ( ) R τ( )

h2 0= h1plc-----cos 0=

pn 2n 1–( )πc2l------= n( 1 2 3 … ), , ,=

u0 x t τ, ,( )pnx

c-------- Sn τ( ) pnt( ) Rn τ( ) pnt( )cos+sin[ ]sin

n 1=

∑=

U2 tt, c2U2 xx,–

pn

c-----

pnx

c--------

Ed

ε2ρ0

-----------pn

c-----

3

Sn τ( ) 2cR'n τ( )+ pnt( )sin +

sin

n 1=

∑=

Ed

ε2ρ0

-----------pn

c-----

3

Rn τ( ) 2cS'n τ( )– pnt( ) cos

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, (109)

Let

(110)

Then (109) can be written as

, (111)

Differentiating the first equation in (111) and inserting the second equation into theresulting equation lead to

(112)

Likewise, differentiating the second equation in (111) and inserting the first equationinto the resulting equation yields

(113)

Solutions of (112) and (113) are

(114)

where , , and are constants of integration. The above solutions must satisfy

(111). Inserting (114) into (111) gives

, (115)

Substituting (114) and (115) into (107) and utilizing initial conditions gives

, (116)

and thus the dispersive solution up to the second order, denoted here as , is

given as

(117)

Ed

ε2ρ0

-----------pn

c-----

3

Sn τ( ) 2cR'n τ( )+ 0=Ed

ε2ρ0

-----------pn

c-----

3

Rn τ( ) 2cS'n τ( )– 0=

ωn

Ed

2cρ0------------

pn

c-----

3 2n 1–( )π[ ]3

Ed

16ρ0cl3

-------------------------------------= =

ε2R'n τ( ) ωnSn τ( )+ 0= ε2

S'n τ( ) ωnRn τ( )– 0=

ε4R′′n τ( ) ωn

2Rn τ( )+ 0=

ε4S′′n τ( ) ωn

2Sn τ( )+ 0=

Rn τ ε2⁄( ) d1 ωnτ ε2⁄( ) d2 ωnτ ε2⁄( )cos+sin=

Sn τ ε2⁄( ) d3 ωnτ ε2⁄( ) d4 ωnτ ε2⁄( )cos+sin=

d1 d2 d3 d4

d1 d4–= d2 d3=

d1 0= d2 Bn=

ud x t τ ε2⁄, ,( )

ud x t τ ε2⁄, ,( ) Bn

pnx

c-------- ωn

τε2----- pnt–

cossin

n 1=

∑=

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For function evaluation we insert which yields

(118)

5. Numerical Results

To assess the accuracy of the proposed model, we construct a reference solution by uti-lizing a very fine finite element mesh and employ an explicit time integration scheme. Weconsider the following initial disturbance in the displacement field:

where and is the Heaviside step function; , and are the magni-

tude, the location of the maximum value and the half width of the initial pulse. Severalpulses with and different half pulse width, , are plotted in Figure 2.

It can be seen that this pulse is similar in shape to the Gaussian distribution function. Sub-stituting the initial disturbance into (94) and integrating it analytically, yields

t τ ε2⁄=

ud x t,( ) Bn2n 1–( )πx

2l--------------------------

2n 1–( )π[ ]2Ed

8ρ0c2l2

------------------------------------- 1–2n 1–( )πct

2l----------------------------

cossin

n 1=

∑=

f x( ) f0a0 x x0 δ–( )–[ ]4x x0 δ+( )–[ ]4 1 H x x0 δ+( )–[ ]– 1 H x0 δ– x–( )–[ ]=

a0 1 δ8⁄= H x( ) f0 x0 δ

f0 1m= δ

Figure 2: The initial disturbance in displacement with different half pulse widths

f x( )

Bn2l--- f0a0 x x0 δ–( )–[ ]4

x x0 δ+( )–[ ]4 2n 1–( )πx2l

--------------------------sin xd

x0 δ–

x0 δ+

∫=

49152l4f0

δ82n 1–( )π[ ]9

------------------------------------- 1680l4 180 2n 1–( )πδl( )2– +[=

2n 1–( )πδ( )4]2n 1–( )πx0

2l----------------------------- 2n 1–( )πδ

2l--------------------------- 20l 2n 1–( )πδ( )3 –[+sinsin

840 2n 1–( )πδl3 ]

2n 1–( )πx0

2l-----------------------------

2n 1–( )πδ2l

---------------------------

cossin

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We choose material properties as GPa, GPa, Kg/m3,

Kg/m3, and volume fraction . The dimension of the macro-domain

and that of the unit cell are set as m and m, respectively. The homoge-

nized material properties are calculated as GPa, Kg/m3 and

N. In this case, and the ratio of the impedances of the two

material constituents is . The initial pulse is centered at the midpoint of the

domain, i.e. m, with the magnitude m.

Figure 3: Displacements at for the normalized pulse width

Figures 3-5 show the evolution of displacements at m for different values of pulse

width: m, m and m. The corresponding ratios between the

pulse width and the unit cell dimension, , are: 14, 8 and 6, respectively. In each ofthe Figures 3-5, there are three plots denoted as (a)-(c), which correspond to the numeri-cally exact solution of the original heterogeneous problem, the analytical nondispersivesolution obtained by the classical homogenization theory and the analytical dis-

persive solution .

E1 120= E2 6= ρ1 8000=

ρ2 3000= α 0.5=

l 40= Ω 0.2=

E0 11.43= ρ0 5500=

Ed 1.76 107×= E1 E2⁄ 20=

r 7.30=

x0 20= f0 1.0=

Fig.3 Displacements at x= 30m for the normalized pulse width

x 30m= 2δ Ω⁄ 14=

x 30=

δ 1.4= δ 0.8= δ 0.6=

2δ Ω⁄

u0 x t,( )

ud x t,( )

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Figure 4: Displacements at for the normalized pulse width

The dispersion phenomenon can be clearly seen from Figures 3-5. In the low frequencycase, depicted in Figure 3, the pulse almost maintains its initial shape except for somesmall wiggles at the wavefront. In this case, the zero-order homogenization theory pro-vides a reasonable approximation to the response of the heterogeneous media. However,when the pulse width of the initial disturbance is comparable to the dimension of the unitcell and the observation time is large, which are the cases shown in Figures 4 and 5, thewave becomes strongly dispersive and the zero-order homogenization errs badly. It can bealso seen that our dispersive model is in good agreement with the reference solution of theheterogeneous media.

6. Concluding Remarks

Mathematical homogenization theory with multiple spatial and temporal scales havebeen investigated. This work is motivated by our recent study [12] which suggested that inabsence of multiple time scaling, higher order mathematical homogenization method givesrise to secular terms which grow unbounded with time. In the present manuscript we havedemonstrated that multiple scale analysis based on fast spatial and temporal scales gives

x 30m= 2δ Ω⁄ 8=

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rise to nondispersive model. On the other hand, the combination of fast spatial andslow temporal scales successfully captures dispersion effects.

In our future work we will focus on the following three issues: (i) developing an uni-formly valid mathematical model, (ii) generalization to the multidimensional case, and (ii)a finite element implementation.

Figure 5: Displacements at for the normalized pulse width

AcknowledgmentThe support of the National Science Foundation under Agreement number CMS-9713337and SANDIA National Laboratory under contract number AX-8516 are gratefullyacknowledged

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