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. 2020 Apr 1;13(7):1632. doi: 10.3390/ma13071632

Hybridized Love Waves in a Guiding Layer Supporting an Array of Plates with Decorative Endings

Kim Pham 1,*, Agnès Maurel 2, Simon Félix 3, Sébastien Guenneau 4
PMCID: PMC7178394  PMID: 32244816

Abstract

This study follows from Maurel et al., Phys. Rev. B 98, 134311 (2018), where we reported on direct numerical observations of out-of-plane shear surface waves propagating along an array of plates atop a guiding layer, as a model for a forest of trees. We derived closed form dispersion relations using the homogenization procedure and investigated the effect of heterogeneities at the top of the plates (the foliage of trees). Here, we extend the study to the derivation of a homogenized model accounting for heterogeneities at both endings of the plates. The derivation is presented in the time domain, which allows for an energetic analysis of the effective problem. The effect of these heterogeneous endings on the properties of the surface waves is inspected for hard heterogeneities. It is shown that top heterogeneities affect the resonances of the plates, hence modifying the cut-off frequencies of a wave mathematically similar to the so-called Spoof Plasmon Polariton (SPP) wave, while the bottom heterogeneities affect the behavior of the layer, hence modifying the dispersion relation of the Love waves. The complete system simply mixes these two ingredients, resulting in hybrid surface waves accurately described by our model.

Keywords: metamaterial, homogenization, elastic metasurface, time domain analysis, elastic energy

1. Introduction

The problem of waves propagating in an elastic half-space supporting an array of beams or plates is well known in seismology, where the site–city interaction aims at understanding the interaction of seismic waves with a set of buildings. Starting with the seminal work of Housner [1] (see also [2]), the site–city interaction has been intensively studied numerically [3,4,5] and analytically [6,7,8,9,10,11]. In this context, seismic shields, or metabarriers, have been considered using resonators buried in soil [12,13,14,15] or arrays of trees with a gradient in their heights [16,17,18]. More generally, this configuration is the elastic analog of a corrugated interface able to support surface waves, studied in acoustics [19] and in electromagnetism [20,21], where they are known as Spoof Plasmon Polaritons (SPPs). SPPs play a fundament role in the extraordinary transmission of long wavelength electromagnetic waves through metallic gratings [22,23] and have been studied intensively in the past twenty years for their potential applications in subwavelength optics, data storage, light generation, microscopy, and bio-photonics; see, e.g., [24]. Such similarities between surface waves in electromagnetism and elastodynamics fuel research in seismic metamaterials [25], as they lead to simplified models that see behind the tree that hides the forest [26].

To describe classical SPPs, the homogenization of a stratified medium is an easy and efficient tool [27,28]; the analysis is valid in the low frequency regime, namely owing to the existence of a small parameter measuring the ratio of the array spacing to the typical wavelength, and it provides, at the dominant order, the dispersion relation of SPPs. Thanks to the mathematical analogy between the problem in electromagnetism and in elasticity, this approach was applied in [18] accounting for the presence of a guiding soil layer underlain by an elastic half-space. Simple dispersion relations have been obtained from the effective model for the resulting spoof Love waves, so-called because of the characteristics they share with classical Love waves (surface waves supported by the layer on its own) and SPPs. Next, to account for the presence of heterogeneities (a foliage) at the top of the plates (trees), a hybrid model was used where the homogenization was performed locally (near the top of the plates) at the second order.

The present study generalizes and complements this study following two ways: (i) from a physical point of view, we include the effect of heterogeneities at the bottom of the plates (Figure 1), and (ii) from a technical point of view, we derive the full model at second order. This produces a significant increase in the accuracy of the theoretical prediction: in the reported examples, the model at order two is accurate up to a 1–2% error margin, while the model previously used in [18], at order one, would be accurate up to 10–30%. The second order model (see Equations (2) and (3)) provides a one-dimensional problem along the z-direction with a succession of homogeneous layers: the substrate occupying a half-space, the guiding layer, and an effective anisotropic layer replacing the region of the plates (see Figure 2). The effect of the heterogeneities at the bottom is encapsulated in transmission conditions, which tell us that the displacement and the normal stress are not continuous; this holds for plates without ending heterogeneities, a fact that was disregarded in [18]. The effect of the heterogeneities at the top is encapsulated in a boundary condition that differs from the usual stress free condition, as in [18]. We recover that for most of the frequencies, the plates do not interact efficiently with the layer; in the present case, it results that the surface wave resembles that of the layer only, hence a wave of the Love type. However, the resonances of the plates produce cut-off frequencies around which the dispersion relations are deeply affected. For simple plates, this can already produce drastic modifications in the dispersion relations (hybridization of the Love branches, avoided crossings at the cut-off frequencies of the plates). When heterogeneities at the endings of the plates are accounted for, additional changes happen. The heterogeneities at the bottom of the plates modify the behavior of the layer on its own, resulting in modified Love waves. The heterogeneities at the top of the plates modify the resonances of the plates, hence the cut-off frequencies. These two simple ingredients allow us to interpret qualitatively the various dispersion relations obtained in the configuration of the plates decorated at both ends. Next, the dispersion relations are accurately recovered by our homogenized model.

Figure 1.

Figure 1

Periodic array of plates decorated at their endings with spacing =1, height hP, and thickness φP; the substrate occupying a half-space is surmounted by a guiding layer of thickness hL able to support Love waves. The insets show a zoom on the two endings with heterogeneity surfaces St=φtht and Sb=φbhb.

Figure 2.

Figure 2

Configuration of the effective problem (2) and (3): The region of the plates has been replaced by a homogeneous medium; the effective boundary condition and transmission conditions encapsulate the effects of the heterogeneities at the decorative endings of the plates.

The paper is organized as follow. Section 2 summarizes the main results of the analysis: the effective model, Equations (2) and (3), and the resulting equation of energy conservation, Equation (10). The full derivation of the effective model is detailed in the Appendix A and Appendix B. In Section 3, we inspect the characteristics of waves guided by an array of decorated plates. The dispersion relations of these waves are exhibited numerically and compared to the closed forms provided by the effective model, Equations (21)–(23). The heterogeneities have the form of an additional thin hard layer at the bottom of the plates and a thin hard cap on the top. These simple shapes of heterogeneities allow us to discuss the Love waves modified by the bottom heterogeneity only and the resonances of a plate modified by the top heterogeneity.

Throughout the paper, we use the following notations:

  • -

    Material properties: mass density ρ and shear modulus μ, with subscripts “S” for the substrate, “L” for the guiding Layer, “P” for the Plates, and “b,t” for the heterogeneities at the bottom and at the top of the plates.

  • -

    Geometrical parameters: the layer has a total height HL=hL+hb with hb occupied by the heterogeneities. The array of plates is periodic with spacing , with plate thickness φPhP and total height HP=hP+ht (ht occupied by the heterogeneities). The heterogeneities at the bottom and top of the plates have surfaces Sb=φbhb and St=φtht.

2. Summary of the Main Results

In the actual problem, the Navier equations for shear waves simplify to a wave equation for the antiplane displacement u=uy(x,t) and the stress vector σ(x,t), of the form [29]:

σ(x,t)=μ(x)u(x,t),ρ(x)2ut2(x,t)=divσ(x,t), (1)

with x=(x,z) and t the time. The mass density ρ(x) and the shear modulus μ(x) are piecewise constant in the different materials, substrate/layer/plate/heterogeneities; see Figure 1. At each boundary between the elastic materials, the continuity of the displacement u and of the normal stress σ·n holds (with n the local normal vector). Eventually, at the boundaries separating elastic media and air, the stress-free boundary condition σ·n=0 applies. In this section, we present the effective model deduced from the asymptotic analysis developed in Appendix A.

2.1. Effective Model

In the effective homogenized model, the regions of the substrate z(,HL) and of the guiding layer z(HL,hb) are kept as in the actual problem, while the region of the plates z(0,hP) is replaced by an equivalent homogeneous region of the same height. In this region, the medium is highly anisotropic, with propagation being allowed in the vertical direction z only; this calculation follows from [18] and applies almost identically in the acoustic case for arrays of Helmholtz resonators [30]. The boundary condition at the top of the effective medium, z=hP, is a condition of the Robin type for the normal stress. The transmission conditions at the bottom of the effective medium apply across the actual region of the heterogeneity, and they involve four parameters depending on the geometry of the heterogeneity and of the plates. Specifically, the homogenized model reads as:

forz(,HL),σ=μSu,ρS2ut2=divσ,forz(HL,hb),σ=μLu,ρL2ut2=divσ,forz(0,hP),σ=μPφP0001u,ρPφP2ut2=divσ, (2)

along with the continuity of u and σ·n at z=HL and the dynamic effective conditions:

across the region (hb,0),u=bμLσz¯+lbu¯x,σz=lbσz¯xμLLb2u¯x2+hbρ^b2u¯t2,at the top of the plates z=hP,σz(x,hP,t)=Ltσzz(x,hP,t). (3)

The transmission conditions involve u=u(x,0,t)u(x,hb,t) and u¯=12u(x,0,t)+u(x,hb,t), being the jump of u across the bottom heterogeneity and its mean value, respectively, and the same for σz.

Among the five effective parameters (b,lb,Lb,ρ^b,Lt) entering in the effective conditions, two are known explicitly, while three are defined by elementary problems on (V1,V2) that satisfy static problems set in non-dimensional coordinate χ=(χ,ζ)=(x/,z/) in the vicinity of z=0 (see Figure A3 in Appendix A.3). These problems read as:

divμμLV1=0,limζV1=ez,limζ+V1=μLφPμPez,divμμLV2+χ=0,limζV2=0,limζ+V2=ex, (4)

with V1, μV1·n continuous at each interface between two elastic media and V1·n=0 at the boundaries with the air and V1 and μV1 one periodic with respect to χ for ζ<0 (the same for V2 and μV2+χ). Then, we have:

Effectiveparametersin(3)b=limζ+V1μLφPμPζ+hb,lb=limζ+(V2+χ),Lb=YPμPμLχ(V2+χ)dχ+YbμμLχV2dχ+hbμLφbμb+(1φb)μL,ρ^b=φbρb+(1φb)ρL,Lt=htρtφtρPφP. (5)

It is worth noting that the homogenized problem is set in a domain where the regions (hb,0) and (hP,HP) occupied by the heterogeneities have disappeared. It should be possible to extend the anisotropic region to (0,HP) as done in [18]; this would lead to a different, but as accurate effective model, with slightly different boundary condition at z=HP (specifically, a different value of Lt). However, this is not suitable from an energetic point of view (see Section 2.2). Similarly, the transmission conditions involve jumps of the displacement and of the normal stress across a non-zero interface. It should be possible to express the transmission conditions across a zero thickness interface located say at z=0. Again, this would lead to a different and as accurate effective model, with slightly different transmission conditions (with different values of b and Lb); again, our choice guaranties good properties of the energy in the effective problem.

2.2. Effective Energy

The solution (u,σ) of the homogeneous problem is expected to approximate the, say numerical, solution (unum,σnum) of the actual problem. Hence, we expect that the actual elastic energy is also correctly approximated in the effective problem. In the actual problem, the elastic energy simply reads as [29]:

Enum=12Dnum1μ|σnum|2+ρunumt2dx. (6)

We shall now interrogate the equation of energy conservation in the homogenized problem where the effective boundary and jump conditions in (3) make additional energies appear. These terms appear primarily as fluxes within the bounded region D (see Figure 3), but they can be written as the time derivative of effective energies supported by the surface γ at the top of the plates and across the heterogeneities at the bottom of the plates (Γ±).

Figure 3.

Figure 3

Domain D where the energy is conserved in the absence of incoming/outcoming fluxes through Σ. The effective boundary condition on γ and jump conditions between Γ± in (3) result in additional effective energies Et,b in (10).

By simple manipulation of the equations in (2), the equation of energy conservation in the homogenized problem is found to be of the form:

ddtES+EL+EP+Φ=0, (7)

with:

ES,L=12DS,L|σ|2μS,L+ρS,Lut2dx,EP=12DP|σz|2μPφP+ρPφPut2dx, (8)

and:

Φ=Dutσ·ndl (9)

(here, Φ is a line integral). The flux Φ has a contribution on Σ and two contributions that do not cancel even if the region D is bounded, that is if Σ is associated with Neumann or Dirichlet boundary conditions. Specifically, Φ=ΦΣ+Φb+Φt with:

Φb,t=ddtEb,tand,Eb=12ΓμLLbu¯x2+hbρ^bu¯t2+bμLσz¯2dx,Et=12γρPφPLtut2dx, (10)

where n is the normal interior and DS,L,P the parts of D occupied by the substrate, the layer, and the plates, respectively. We have used that σz=LtρPφPttu on γ from (2) and (3). We also have that Φb=Γtu¯σz+tuσz¯dx; hence, Φb=Γlbxσz¯μLLbxxu¯+hbρ^bttu¯tu¯+bμLtσz¯+lbxtu¯σz¯dx. The two terms in lb cancel after integration by parts of one of them, and we integrate also by parts the term in Lb. It is worth noting that the integrations by parts make boundary terms (b.t.) appear. These terms can be interpreted as concentrated forces at the ending points of Γ± along x; they are disregarded in the present study. Next, Eb,t in (10) are energies since they are definite positive quadratic forms. Indeed, Lt>0 from (5) and ρ^b>0 from (5), and it is shown in Appendix B that b and Lb are positive as well. It is also worth mentioning that choosing a different position for γ would produce a different and possibly negative value of Lt. Similarly, expressing the transmission conditions across a zero thickness interface would produce a possibly negative value of Lb. Discussions on the effective energies can be found in [31,32].

We further stress that the homogenized problem is set on D, which differs from Dnum; the regions Db for z(hb,0) and Dt for z(hP,HP) are missing. Intuitively, we expect that the effective energies Eb,t represent the elastic energies in Db and Dt in the actual problem; specifically, we expect that:

Eb,t12Db,t1μ|σnum|2+ρunumt2dx. (11)

We shall illustrate in Section 3.4 that these intuitive relations are indeed legitimate.

3. Hybrid Love Waves in a Guiding Layer Supporting Decorated Plates

In this section, we inspect the ability of the effective problem (2) and (3) to reproduce the scattering properties of an actual array. We consider the geometry of Figure 4: =1 in arbitrary unit length, φP=φt=0.5 and φb=1. The total heights HP=hP+ht=12, HL=hL+hb=8 are fixed. When the heterogeneities are considered, we set ht=1 (hence, hP=11) and/or hb=1 (hence, hL=7). We give in the tables below the material properties and the values of the effective parameters entering in the effective conditions (3).

Figure 4.

Figure 4

Configuration of the array. The total thickness HP=hP+hb=12 of the array and the total thickness HL=hL+ht=8 of the layer are kept constant; =1 and φb=1, φt=φP=0.5. When the heterogeneities are considered, hb=ht=1.

We consider the time-harmonic regime with a time dependence eiωt, which is omitted in the following, and inspect the solution of a scattering problem for a wave coming from z= with a wavenumber β along x, resulting in a reflected wave with a complex reflection coefficient R. This scattering problem allows us to cover the case of an incoming propagating wave, with |R|=1 for βω/cS, and the case of guided waves, when |R|= for β>ω/cS. The actual problem has to be solved numerically, and this was done using classical multimodal calculations.

In the rest of this section, we shall use for β the component of the wavenumber along x and make use of the following quantities:

kP=ωcP,γL=ω2cL2β2,γS=ω2cS2β2, (12)

(ca=μa/ρa for a = P, L, S).

3.1. Two Reference Solutions

To begin with, we establish two families of reference solutions that will be useful to analyze our problem. The first is that of Love waves supported by a guiding layer on the top of a substrate with cL<cS, which can be affected by the presence of the bottom heterogeneities. The second family is that of the Spoof Plasmon Polaritons (SPPs) in the plates, which can be affected by the presence of heterogeneities at the bottom of the plates.

3.1.1. Love Waves and Modified Love Waves

If we remove the array (Figure 5), the problem is reduced to a guiding layer sandwiched between air and the semi-infinite substrate (classical Love wave), and its modified version when a thin hard layer is added. The exact solutions of these problems are easily obtained. For classical Love waves, the solution of the scattering problem reads as:

u(x,z)=eiβx×AcosγLz,z(hL,0),eiγS(z+hL)+RLoveeiγS(z+hL),z(,hL), (13)

and using the continuity of the displacement and of the normal stress provides (A,RLove), in particular:

RLove=tanγLhLiYtanγLhL+iY,withY=μSγSμLγL. (14)
Figure 5.

Figure 5

Reference solutions: Dispersion relations of Love waves and modified Love waves (with a bottom layer of thickness hb). In the presence of a thin layer b atop the guiding layer, the dispersion relation is modified (Θb in (16)) resulting in different shapes of the Love dispersion branches. SPP, Spoof Plasmon Polariton.

We recover the usual dispersion relation of Love waves for Y imaginary (γS imaginary with a positive imaginary part) and |RLove|=, which guaranties a family of Love wave dispersion branches in ω/cS<β<ω/cL; see Figure 5.

If we add a layer of thickness hb in the guiding layer, the exact solution reads as:

u(x,z)=eiβx×Acosγbz,z(hb,0),BcosγLz+CsinγLz,z(hL,hb),eiγS(z+hL)+RLovebeiγS(z+hL),z(,hL). (15)

Again, applying the continuity of the displacement and of the normal stress at z=hL, hb provides (A,B,C,RLoveb) and, in particular:

RLoveb=tanγLhL+ΘbiYtanγLhL+Θb+iY,Θb=tan1μbγbμLγLtanγbhb, (16)

where we have defined γb=ω2cb2β2, cb=μb/ρb. Surface waves in this configuration have a dispersion relation tanγLhL+Θb+iY=0, which can differ significantly from the dispersion relation of the classical Love waves; see Figure 5.

3.1.2. SPPs and Modified SPPs

The dispersion relation of spoof plasmons was derived using approximate methods [19,21] including classical homogenization [27,28]. However, the asymptotes at the cutoff frequencies can be straightforwardly calculated since they correspond to resonances of the plates associated with Dirichlet–Neumann boundary conditions at the bottom-top of the plate. For the classical SPPs, with kP=ω/cP, the solution simply reads as u(x,z)=AcoskP(zHP)eiβx for z(0,HP), where we have anticipated the Neumann boundary condition (stress-free condition) at the top of the plate. At resonance, the Dirichlet boundary condition applies at z=0 (the plate is clamped to the layer or to the substrate), resulting in the resonance frequency defining the asymptotes for:

AsymptotesofSPPs:cotankPHP=0,henceωnSPP=(2n+1)π2cPHP. (17)

When the plate is terminated by a cap of the same thickness φP and height ht (with kt=ω/ct), the solution reads as u(x,z)=BcoskPz+CsinkPzeiβx for z(0,hP) and u(x,z)=Acoskt(zHP)eiβx for z(hP,HP). Still at resonance, the Dirichlet boundary condition at z=0 imposes B=0; then applying the continuity of the displacement and normal stress at z=hP provides two relations on (A,C), which are compatible if:

AsymptotesofmodifiedSPPs:cotankPhP=μtktμPkPtankthtkPLt, (18)

and the last equality holds in the case where ktht1 with Lt defined in (5) (and Lt=0 for ht=0). In our geometry, with Lt=10, HP=12, and cP=240, the first three asymptotes of the classical SPPs are obtained for ωnSPP/(2π)=3,15,25. In the presence of the caps of thickness ht=1 (hence, hP=11), solving the implicit relation cotanX=1011X, with X=ωhP/cP, provides the first three modified asymptotes at ωnSPP,t/(2π)=3.1,12.0,22.4; see Figure 6.

Figure 6.

Figure 6

Asymptotes of the SPPs (at ωnSPP/(2π)=3,15,25) and modified SPPs (at ωnSPP,t/(2π)=3.1,12.0,22.4).

3.2. Dispersion Relation of Hybridized Love Waves

We shall see that the properties of the hybridized Love waves can be understood in light of the two ingredients studied in the previous section. On the one hand, for weak coupling between the plates and the guiding layer, our surface waves resemble Love waves, which are affected by the presence of heterogeneities. On the other hand, their dispersion relation is deeply modified in the vicinity of the SPPs asymptotes at cut-off frequencies (the coupling is maximum at those frequencies); the cut-off frequencies are dictated by the characteristics of the plates, hence sensitive to the presence of heterogeneities at their tops.

For the geometry of Figure 4, the solution of the scattering problem reads as:

u(x,z)=eiβx×AcoskP(zhP)+kPLtsinkP(zhP),z(0,hP),BcosγL(z+hb)+CsinγL(z+hb),z(HL,hb),eiγS(z+HL)+ReiγS(z+HL),z(,HL). (19)

We have accounted for the boundary condition σz=Ltzσz at z=hP (from (3)). Next, accounting for the continuities of the displacement and of the normal stress at x=HL and for the effective transmission conditions in (3) between x=hb and x=0 provides the four relations needed to deduce (A,B,C,R). This leaves us with:

R=D*(ω,β)D(ω,β), (20)

where:

D(ω,β)=φPμPkPμLγLtankPhP+kPLt+Cb1kPLttankPhP1iYtanγLhL+1kPLttankPhPφPμPμLkPbtankPhP+kPLttanγLhL+iY, (21)

and:

Y=μSγSμLγL,Cb=hbρ^bω2μLLbβ2μLγL. (22)

In (20), D* is deduced from D by substituting iY by iY. It results that for waves propagating in the substrate (γL and γS real for β<ω/cS<ω/cL), D* is the complex conjugate of D, and |R|=1, as expected. Next, surface waves correspond to γS imaginary with a positive imaginary part, and |R|=; hence, we deduce that:

Dispersionrelationofguidedwaves:D(ω,β)=0,iγSreal>0. (23)

It is worth noting that we recover the exact dispersion relations of the classical and modified Love waves for HP=0, whence hP=ht=0 and Lt=0 in (5). We still have to determine Cb in (22), and to do so, we have to adapt the elementary problem for V2 to find Lb in (5). This can be done easily by setting σz0(x,0,t)=0 in (A30) and replacing the limit to + by a boundary condition on χ=0; it results that the limit at + of V2 in (4) is replaced by V2=ex at ζ=0, and the integral over YP cancels in (5); the problem is simpler, but still non-trivial. However, in the case where the heterogeneity in the bottom is a thin layer (φb=1), the integral over Yb cancels as well by periodicity, and Lb=hbμb/μL. Thus, we get D(ω,β)=Cb1iYtanγLhL+tanγLhL+iY, with Cb=μbγb2hbμLγLtanΘb. Expectedly, we recover the exact dispersion relation of Love waves for hb=0 (Cb=0) and that of the modified Love waves in the limit of small hb.

3.3. Validation of the Homogenized Solution

Figure 7 shows the main results of the present study; we report the dispersion relations in four cases from the undecorated plates to the plates decorated at both endings; see the Table 3. They are visible by means of a large (diverging) reflection coefficient in Rnum computed in the direct numerics and from the explicit homogenized R value in (20)–(22).

Figure 7.

Figure 7

Dispersion relations of guided waves in four configurations of plates from direct numerics and from the homogenized solution (20)–(22); the dispersion relations are revealed by large |R| values. The exact reference dispersion relations of classical and modified Love waves are given in the top panel for comparison. Dotted lines are a guide for the eye showing light lines for Love waves and asymptotes for SPPs. AC1 and AC2 are avoided crossings magnified in Figure 8. Details of homogenized coefficients and geometrical parameters are given in Table 2 and Table 3.

The exact dispersion relations of the classical, (14), and modified, (16), Love waves are given for comparison. As previously said, the interaction of the plates with the layer is weak except in the vicinity of the cut-off frequencies. However, for the relatively tall plates that we have considered, these cut-off frequencies are sufficiently close to each other to modify the dispersion relation of our guided waves deeply.

This is already visible for the undecorated plates (Case 1); the guided waves tend to resemble the classical Love waves, but they experience several hybridizations at the cut-off frequencies of the SPPs in (17), accompanied by avoided crossings (sometimes not so pronounced). In the presence of the caps on the top of the plates, the same scenario is observed, with now cut-off frequencies given by the modified SPPs in (18). Eventually, Cases 3 and 4 with the thin hard bottom layer reproduce the same sequence as Cases 1 and 2 with the guided waves, which tend to resemble the modified Love waves.

The ability of our homogenized solution to reproduce the actual dispersion relations accurately is excellent, less than 2% on average in the reported ranges of ω and β, once |R|-values larger than 10 have been saturated. This is particularly visible in the zooms of Figure 8 in the vicinity of avoided crossings for the decorated plates (AC1 and AC2 in Figure 7). In particular, we stress that in the absence of heterogeneity, we have a stress-free condition since Lt=0 in (5), but we do not have the continuity of the displacement and normal stress across z=0 since b and Lb do not vanish (see Table 1). In comparison, the homogenized model (see Table 2 for homogenized coefficients) at the leading order provides the usual stress-free condition and continuity relations regardless of the presence of heterogeneities. Thus, it misses the effects of the heterogeneities and provides the same prediction for Cases 1 to 4. The resulting error is significantly higher, about 10% for Cases 1 and 2, and about 30% for Cases 3 and 4.

Figure 8.

Figure 8

Magnified views of the two avoided crossings AC1 and AC2 from Figure 7 (Case 4).

Table 1.

Elastic material properties (in arbitrary units).

Substrate Layer Plate Bottom Top
μS = 2000 μL = 72 μP = 14.4 μb = 1600 μt = 1600
ρS = 2000 ρL = 1800 ρP = 250 ρb = 2500 ρt = 2500
cS = 1000 cL = 200 cP = 240 cb = 800 ct = 800

Table 2.

Homogenized coefficients entering in the effective conditions (3) in (5).

Coeff. in (5) Lt ρ^b b Lb lb
ht=0 0 2500 hb=0 0.1324 0.0120 0
ht=1 10 2500 hb=1 0.0511 22.2357 0

Eventually, we report in Figure 9 examples of the displacement fields of the guided wave at ω/(2π)=24 for the arrays of undecorated plates and of decorated plates. Both in the numerics and in the homogenized problem (19), the whole solutions were divided by Rnum and R respectively in order to produce an evanescent wave in the substrate of the form eiβxe|γS|(x+HL) that has the unitary amplitude at z=HL. This allows for quantitative comparison between the direct numerics and the homogenized solution without any adjustable parameter, see Table 2. The agreement in the strengths of the resonances and in the repartition of the amplitudes in the substrate, in the layer, and in the plates is again excellent. At the reported frequency, the wave is evanescent in the substrate as soon as β>0.15, and it becomes evanescent in the layer for β>0.75; this is visible for the undecorated plates for the guided waves with β2=0.77, which is supported by the array only.

Figure 9.

Figure 9

Displacement fields corresponding to the two branches of guided waves (β1 and β2) at ω/(2π)=24 for the undecorated plates (top) and decorated plates (bottom). On each panel, the field from direct numerics is plotted for x<0, and the homogenized solution from (19) is plotted for x>0. In both cases, the displacement at z=HL is unitary, which allows for a quantitative comparison without any tuning parameter.

3.4. Energies in the Actual/Homogenized Problems

In this section, we inspect the intuitive relations announced in (11), namely that the effective energies Eb,t coincide with the elastic energies stored in the regions of the heterogeneities.

In the actual problem, we define Dnum={x(0,1),z(H*,0)}{x(0,φP),z(0,HP)}. The energies in the actual problem are the usual elastic energies, which read, in the succession of regions, substrate, layer, bottom, plate, and top, as:

Enum,A=12DAμnum,A|unum|2+ρnum,Aω2|unum|2dx, (24)

where A = S, L, b, P, t and DS={x(0,1),z(H*,hL)}, DL={x(0,1),z(hL,hb)}, Db={x(0,1),z(hb,0)}, DP={x(0,φP),z(0,hP)}, Dt={x(0,φP),z(hP,HP)}.

In the effective problem, the energies are obtained explicitly owing to the solution in (19), which provides the fields in the substrate, layer, and effective region accounting for the plates. We denote u(x,z)=fS,P,L(z)eiβx in (19); hence, fS(z)=eiγS(z+HL)+ReiγS(z+HL), fL=BcosγL(z+hb)+CsinγL(z+hb), and fP(z)=AcoskP(zhP)+kPLtsinkP(zhP), R given by (20)–(22), and:

A=2iYD(ω,β)coskPhPcosγLhL,B=2iYD(ω,β)cosγLhL1kPLttankPhPφPμPμLkPb(tankPhP+kPLt),C=2iYD(ω,β)cosγLhLφPμPkPμLγLtankPhP+kPLt+Cb1kPLttankPhP. (25)

It follows that the effective energies in (8) read as:

ES=H*hLμS|fS|2+ρSω2+μSβ2|fS|2dz,EL=hLhbμL|fL|2+ρLω2+μLβ2|fL|2dz,EP=0hPμPφP|fP|2+ρPφPω2|fP|2dz, (26)

and for the last integral, we accounted for the effective stress–displacement relations in (2). Next, from (10) along with (3), it is easy to see that:

Eb=2μLLbβ2|fP(0)|2+hbρ^bω2|fP(0)|2+bμL(μPφPkP)2|fP(0)|2,Et=2ρPφPLtω2|fP(hP)|2. (27)

We computed the energies in the actual problem, (24), and in the homogenized problem, (26) and (27), for an incident propagating wave (γS real in (19)). The real part of the reflection coefficient R is reported in the left panel of Figure 10. In the case of weak coupling with the array of plates, RRLoveb, (16); hence, R1, except in the vicinity of the resonances of the layer (diverging tanγLhL+Θb) where it goes to −1; see light grey arrows. Next, strong coupling with the array occurs at the resonance of the plates, resulting in R1; see the dark grey arrows. The resulting repartition of the energies is plotted against the frequency for a wave at incidence 45 (we normalized the energies to the total energy). For ω/(2π)(030), three resonances of the plates and two resonances of the layer take place. Expectedly, the energy in the plates EP is small except at the resonance of the plates where almost all the energy is shared in the plates and their top heterogeneities. This is particularly visible at the first resonance where 35% of the total energy is supported by the heterogeneities. Symmetrically, at the resonances of the layer, most of the energy is supported by the layer (EL) and the bottom heterogeneities (Et). The ability of the homogenized solution to reproduce the solution in the substrate, in the layer, and in the plates is recovered in the energies with error margins of 0.1%, 0.5%, and 4%, respectively, in the reported case. More remarkably, the effective energies Et and Eb accurately reproduce the variations of the actual elastic energies, with error margins of 0.7%, which legitimizes the intuitive relations (11).

Figure 10.

Figure 10

Left: Real part of the reflexion coefficient R(1,1) in colorscale against β and ωcSβ. The dashed white line corresponds to an incident propagating wave at oblique incidence with β=ωcSsin45. Right: Repartition of the energies in the bottom and top heterogeneities (upper panel) and in the substrate, layer, and plate (normalized with the total energy); see the lower panel. Open symbols are obtained from direct numerics, Equations (24), and plain lines from the homogenized problem, Equations (26) and (27).

Eventually, we report in Figure 11 the surface density of energy e computed numerically (e=12μnum,A|unum|2+ρnum,Aω2|unum|2 for A = S, L, b, P, t) and that of the effective problem (which varies with z only from (26)); it is worth noting that the energies Et,b do not give rise to surface density since they are defined along lines. We recover the observations of Figure 10: at a resonance of the layer (ω/(2π)=19), almost all the energy is stored in the layers; at a resonance of the plates (ω/(2π)=19), it is stored in the plates; and otherwise, it is equally distributed.

Figure 11.

Figure 11

Surface densities of energy in the actual problem (computed numerically) and given by the homogenized solution at ω/(2π)=19 (corresponding to the resonance of the Love type with R=1, the energy is stored in the layer and in the bottom layer), at ω/(2π)=22.7 (resonance with R=1 of the SPP type; the energy is stored in the plate), and at ω/(2π), which is a standard case (R1, the energy is spread).

4. Concluding Remarks

We studied the problem of wave propagation in a geometry that combined two resonators, a soft layer in a substrate and an array of plates. In particular, we focused on the ability of thin heterogeneities at the endings of the plates to impact on the response of the system significantly. This was done thanks to asymptotic homogenization accounting for the boundary effects to be captured at the endings of the plates (e.g. foliages and roots for a model of trees). Such an analysis provides a simple effective model in which the region of the plates are replaced by a homogeneous highly anisotropic region and the effects of the heterogeneities were encapsulated in effective dynamic conditions. It was shown that the resulting effective model accurately predicts the dispersion relation of surface waves far beyond the quasi-static limit. These anti-plane shear waves share common features with Love waves in geophysics and surface plasmon polaritons (SPPs) in photonics; the dispersion relation of such hybridized Love waves was obtained in a closed form that allowed us to discriminate the role of the layer and that of the plates. Besides, we showed that the presence of heterogeneities at the decorative endings of the plates may affect significantly the characteristics of the surface waves. We also showed that the variations of the actual elastic energies (in the different regions) are accurately reproduced by the effective energies identified in the actual problem. In particular, the contributions of the effective interface and of the effective surface correspond to the actual energies stored in the thin regions containing the heterogeneities, and they disappear in the effective problem.

Our approach is useful for at least two reasons. On the one hand, it provides a simpler problem for which explicit solutions are available. This was illustrated in the present study where the model was shown to be very accurate up to frequencies corresponding to a ratio of the wavelength to the spacing close to one (typically in the layer and in the plates), where the long wavelength homogenization failed. Next, numerical resolution in the time domain may become intractable due to the separation of the scales associated with the typical wavelength, the array spacing, and the possible thinner scales in the heterogeneities. Eventually, the interest in dealing with effective problems was exemplified for scalar waves in a 2D geometry; it would be all the more evident for polarized elastic waves in 3D geometries. We finally note that our approach is well adapted to handle substrates with a gradient in elastic properties such as granular media [33,34].

Table 3.

Geometries of the four configurations, whose dispersion relations are given in Figure 7.

hL hb HL hP ht HP
Love 8 0 8 0 0 0
Modified Love 7 1 8 0 0 0
Case 1 8 0 8 12 0 12
Case 2 8 0 8 11 1 12
Case 3 7 1 8 12 0 12
Case 4 7 1 8 11 1 12

Acknowledgments

We acknowledge J.-J. Marigo for fruitful discussion.SG wishes to thank the Department of Mathematics at Imperial College London for a visiting position in the group of R.V. Craster in 2018–2019.

Appendix A. Asymptotic Analysis

In the asymptotic analysis that we shall conduct, we use the macroscopic (usual) coordinate x=(x,z), and we introduce the so-called microscopic coordinate χ=(χ,ζ), defined by:

χ=x, (A1)

where =ε is a small positive parameter (and small means small compared to the typical, or maximal, wavenumber imposed by the source of order unity). The analysis is firstly conducted in the region of the plates far from their endings. Afterwards specific analyses are conducted in the vicinity of plate endings to account for the boundary layer effects.

Appendix A.1. The Homogenized Wave Equation

In the region of the plates, the wavefields vary over long distances in the two directions x and z; these long distance variations are accounted for by x. Next, short distance variations of the fields occur within a single plate, which are accounted for thanks to the additional coordinate χ; note that ζ is not needed since the plates are invariant along z (Figure A1).

Figure A1.

Figure A1

Homogenization in the bulk of the array. In the x=(x,z) coordinate, the array has a spacing =ε. The rescaling in the horizontal χ=x/εYP coordinate is shown in the inset; YP is a one-dimensional domain.

Thus, the differential operator reads as:

exεχ+x,

which will be used in the plates where:

σ=μPu,ρP2ut2=divσ, (A2)

apply, owing to the expansions:

u=u0(x,χ,t)+εu1(x,χ,t)+,σ=σ0(x,χ,t)+εσ1(x,χ,t)+, (A3)

with χYP. During the homogenization procedure, the coordinate χ aims to disappear, and we shall see that the homogenized wave equation in (2) involves the effective fields un and σn defined by:

un(x,t)1φPYPun(x,χ,t)dχ,σn(x,t)YPσn(x,χ,t)dχ. (A4)

Doing so, we anticipate the macroscopic equilibrium of the forces by implicitly extending the stress by zero in Y\YP, with Y={χ(1/2,1/2)}.

We start the analysis at the leading order in 1/ε, with u0χ=σx0χ=0; hence u0(x,t) and σx0(x,t) do not depend on χ. It follows that σx0 is constant in YP, and as it vanishes at the boundaries with air at χ=±φP/2, it is zero everywhere in YP. Thus, we have:

σx0(x,t)=0,u0(x,t). (A5)

At the order ε0 and accounting for (A5), we have:

σz0(x,χ,t)=μPu0z(x,t),ρP2u0t2(x,t)=σz0z(x,t)+σx1χ(x,χ,t),inYP. (A6)

It follows that σz0(x,t) does not depend on χ and σx1(x,t)=0 (as for σx0), and thus:

σz0(x,t)=μPφPu0z(x,t),ρPφP2u0t2(x,t)=σz0z(x,t), (A7)

by simply using that:

σz0(x,t)=φPσz0(x,t),σx1=0. (A8)

We now move on to the second order. Starting with (A5), hence 0=σx0=μPxu0(x,t)+χu1(x,χ,t), we deduce the displacement u1 of the form:

u1(x,χ,t)=χu0x(x,t)+u1(x,t),inYP, (A9)

with the origin of χ such that χ=0. It follows that:

σz1(x,χ,t)=μPu1z(x,χ,t)=μPχ2u0zx(x,t)+u1z(x,t), (A10)

which, after integration over YP and thanks to χ=0, leaves us with:

σz1(x,t)=μPφPu1z(x,t). (A11)

Eventually, the equation of equilibrium at order one reads as:

ρP2u1t2=divxσ1+σx2χ,inYP, (A12)

which after integration over YP gives:

ρPφP2u1t2=σz1z(x,t). (A13)

The effective wave equations at the leading order (A7) Â and at order one (A11)–(A13) have the same forms; hence, up to O(ε2), (u,σ) satisfies the effective equation announced in (2).

Appendix A.2. The Boundary Condition at the Top of the Plates

The homogenized wave equation derived in the previous section has to be supplied with a boundary condition at the top of the plates. To derive this condition, we have to analyze the near (or evanescent) field excited in the vicinity of z=hP (Figure A2). In this region of small extent along z, the long distance variations of the macroscopic fields occur along x only (across the plates). Next, to describe the short distance variations of the evanescent field, we use the microscopic coordinates χ and:

ζ=zhPε. (A14)

Accordingly, we consider the following asymptotic expansions:

u=v0(x,χ,t)+εv1(x,χ,t)+,σ=τ0(x,χ,t)+ετ1(x,χ,t)+, (A15)

with χY=YtYP where Yt is the bounded region containing the heterogeneity (of vertical extent ht/ and |Yt|=φtht/), YP=YP×(,0) is the unbounded region of the plate since in rescaled coordinate χ, and the bottom of the plate has been sent to .

Figure A2.

Figure A2

Elementary cell at the top of the plate in the χ=(χ,ζ) coordinate, in the unbounded two-dimensional region Y=YP+Yt; the region of the plate is YP=YP×(,0), and the heterogeneity Yt is bounded in Y×(0,ht), with |Yt|=φtht/.

In Y, the fields (u,σ) satisfy:

σ=μ(χ)u,ρ(χ)2ut2=divσ, (A16)

with (μ(χ),ρ(χ)) varying within Yt depending on the characteristics of the heterogeneity and being equal to (μP,ρP) in YP. The above system is complemented by a condition of zero normal stress at the boundaries in contact with air and conditions of continuity of displacement and normal stress at the interfaces between two elastic media. Eventually, boundary conditions are missing when ζ; these boundary conditions are obtained by imposing that the fields in (A15) match those defined in (A3), which hold far from the top of the plate. This is written in an intermediate region where zhP and ζ. Using that z=hP+εζ in (A3) and re-expanding in Taylor expansions for small ε, we get the so-called matching conditions at each order. At the first and second orders and accounting for the fact that u0(x,t) and σ0(x,t) do not depend on χ from (A5) and (A8), we get:

u0(x,hP,t)=limζv0(x,χ,t),σ0(x,hP,t)=limζτ0(x,χ,t),u1(x,hP,χ,t)=limζv1(x,χ,t)ζu0z(x,hP,t),σ1(x,hP,χ,t)=limζτ1(x,χ,t)ζσ0z(x,hP,t). (A17)

We can now start the analysis, using exx+1εχ in (A16) along with (A15). At the leading order, we have divχτ0=0, which after integration over Y and accounting for the boundary conditions and for the matching condition on σ0 leaves us with:

0=limζYPτz0(x,χ,t)dχ=σz0(x,hP,t). (A18)

At the leading order, the effective boundary condition is the usual stress-free condition, regardless of the presence of the heterogeneity. Hence, we move to the next order to get the boundary condition on σz1, and to do so, we have to determine τ0. We start with χv0=0; hence, v0(x,t) is independent of χ; from the matching condition (A17) on u0, we get that:

v0(x,t)=u0(x,hP,t). (A19)

This allows us to define the problem satisfied by (v1,τ0) in χ coordinate, which reads as:

divχτ0=0,τ0(x,χ,t)=μ(χ)u0x(x,hP,t)ex+χv1(x,χ,t),inY,v1,τ0·n,continuous at the interfaces between two elastic media,τ0·n=0,at the boundaries in contact with air,limζτ0=0. (A20)

For the limit ζ, we used in the matching condition (A17) for τ0 that σ0(x,hP,t)=0 from (A5) and (A18). It is easy to check that the system (A20) has an explicit solution, which reads as:

τ0=0,v1(x,χ,t)=χu0x(x,hP,t)+v^1(x,t), (A21)

where v^1(x,t) does not need to be specified, but it appears since v1 is defined in (A20) up to a function of (x,t). Owing to the above results, the equation of equilibrium at the order ε0 in (A16), specifically ρ2v0t2=divχτ1+τx0x=0, simplifies because of (A19) and (A21). After integration over Y and using that τ1·n is either zero (on the boundaries with the air) or continuous, we get:

2u0t2(x,hP,t)Yρ(χ)dχ=Ydivχτ1dχ=limζYPτz1(x,χ,t)dχ. (A22)

Integrating over YP the matching condition for σz1 in (A17), along with zσz0=ρPφPttu0 from (A7), we find that (A22) can be written as:

σz1(x,hP,t)=σz0z(x,hP,t)limζζ+Yρ(χ)ρPφPdχ. (A23)

The integral of the mass density over Y is Yρ(χ)dχ=Ytρ(χ)dχlimζζρPφP, from which:

σz1(x,hP,t)=Ytρ(χ)ρPφPdχσz0z(x,hP,t). (A24)

The above expression is valid if one considers a heterogeneity with varying mass density, and in the case of uniform mass density ρ(χ)=ρt, it simplifies to:

σz1(x,hP,t)=htρtφtρPφPσz0z(x,hP,t). (A25)

Eventually, making use of σz0(x,hP,t)=0 in (A18) and of (A25), we get that σz0+εσz1 (with ε=); hence σz up to O(ε2) satisfies the boundary condition announced in (3).

Appendix A.3. Jump Conditions

The analysis of the problem in the vicinity of the heterogeneity at the bottom of the plates (Figure A3) is similar to that conducted in the previous section. The elementary cell in which the analysis is conducted is unbounded for ζ± since in the microscopic coordinate, the top of the plate and the lower interface of the layer were set to infinity. We use the same expansions as in (A15), and for simplicity, we keep the same notations, with χ=(χ,ζ) and:

χ=xε,ζ=zε. (A26)

In the present case, the elementary cell involves a part of ζ<0 where we impose that (vn,τn) in (A15) are periodic with respect to χY.

Figure A3.

Figure A3

Elementary cell at the bottom of a single plate in the χ=(χ,ζ) coordinate. Y=YPYb with YP={χYP×(0,+)}, and Yb={χY×(,0)}; φbhb/ is the non-dimensional surface of the heterogeneity of vertical extent hb/.

As in the previous section, the matching conditions tell us that the solution in Y when ζ± matches the solution valid far from the bottom of the plates z(hb,0). When ζ+, it matches (A3), which holds in the plates; when ζ, it matches the solution in the layer. As the layer is a homogeneous region, the expansion of the solution (u,σ) is trivial: of the same form as in (A3) with all the terms (un,σn) being a function of (x,t) only. We thus get that:

u0(x,0±,t)=limζ±v0(x,χ,t),σ0(x,0±,t)=limζ±τ0(x,χ,t),u1(x,0,t)=limζv1(x,χ,t)ζu0z(x,0,t),u1(x,0+,χ,t)=limζ+v1(x,χ,t)ζu0z(x,0+,t),σ1(x,0,t)=limζτ1(x,χ,t)ζσ0z(x,0,t),σ1(x,0+,χ,t)=limζ+τ1(x,χ,t)ζσ0z(x,0+,t). (A27)

For the limit of (vn,τn) (n=0,1) when ζ, we used that all the (un,σn) do not depend on χ in the layer. For the limit of (vn,τn) (n=0,1) when ζ+, we used that (u0,σ0) do not depend on χ in the plates from (A5) and (A8), but (u1,σ1) do.

We can now start the analysis, using as in the previous section, the differential operator exx+1εχ and the expansions (A15) in:

σ=μ(χ)u,ρ(χ)2ut2=divσ, (A28)

with (μ(χ),ρ(χ)) varying within Yb={χY×(,0)} and being equal to (μP,ρP) in YP={χYP×(0,+)}. As previously, the leading order starts with χv0=0; hence: v0 is independent of χ, and from (A27), v0(x,t)=u0(x,0±,t). Next, integrating the relation divχτ0=0 over Y along with the (A27) leaves us with:

v0(x,t)=u0(x,0,t),σz00=u00=0, (A29)

where we have defined w0=w(x,0+,t)w(x,0,t) at this stage. At the leading order, the continuity of the displacement and of the normal stress apply regardless of the presence of the heterogeneities. Thus, we move to the next order, and as in the previous section, we need to define the problem on (v1,τ0), which reads as:

divχτ0=0,τ0=μ(χ)χv1+u0x(x,0,t)ex,inY,v1,τ0·n,continuous at the interfaces between two elastic media,τ0·n=0,atχ=±φP/2,inYP,v1,τ0,one periodic with respect to χinYb,limζχv1=σz0(x,0,t)μLez,limζ+χv1=σz0(x,0,t)μPφPezu0x(x,0,t)ex. (A30)

To find the above limits for ζ±, we used the matching conditions for σ0 in (A27) along with σ0(x,0,t)=σz0(x,0,t)ez+μLxu0(x,0,t)ex (since in the layer, σz0=σz0 and σx0=μLxu0) and along with σ0(x,0+,t)=σz0(x,0,t)ez/φP from (A5) and (A8).

The system (A30) is the counterpart of the system (A20) that we obtained at the top of the plate, but now, the solution is not trivial; hence, (A20) has to be solved numerically. However, instead of solving (A30) for a given scattering problem, that is for given external loadings (xu0(x,0,t),σz0(x,0,t)), we shall use that (A30) is linear with respect to those loadings. Specifically, we set:

v1=1μLσz0(x,0,t)V1(χ)+u0x(x,0,t)V2(χ)+v^1(x,t),τ0=μ(χ)μLσz0(x,0,t)χV1(χ)+μ(χ)u0x(x,0,t)χV2(χ)+χ, (A31)

and it is sufficient that (V1,V2) satisfy (4) to ensure that v1 satisfies (A30). The advantage is obvious: as (V1,V2) satisfy static problems, they can be computed once and for all, independently of the scattering problem that will be considered afterwards. We shall see that these elementary solutions provide the coefficients defined in (5).

From (4), V1 has a linear behavior in ζ for ζ±, and V2 is linear in χ when ζ+. As V1,V2 in (4) are defined up to a constant, we set the constant at zero for ζ and define:

limζ(V1ζ)=0,limζV2=0,limζ+V1μLφPμPζ=α1,limζ+(V2+χ)=α2. (A32)

The jump of u1 is obtained using the matching conditions (A27) for u1, with v1 in (A31) along with (A32). Using in addition that σz0=μPφPz, which holds at z=0+ from (A7), and σz0=σz0=μLzu0, which holds at z=0, we easily get that:

u1(x,0,χ,t)=v^1(x,t),and u1(x,0+,χ,t)=α1μLσz0(x,0,t)+(α2χ)u0x(x,0,t)+v^1(x,t) (A33)

(incidentally, we recover that u1 is linear w.r.t. χ as in (A9)). After integration over YP (with χ=0), we get:

u10=α1μLσz0(x,0,t)+α2u0x(x,0,t). (A34)

To get the jump on σz1, we use the equation of equilibrium in (A16) at order zero integrated over Y, specifically:

2u0t2(x,0,t)Yρ(χ)dχ=Ydivχτ1+τx0xdχ (A35)

where we use that v0=u0(x,0,t) from (A29). We use (A27) along with (A31), and we account for the fact that YbχV2dχ and YPχ(V2+χ)dχ are bounded and that YPdχ=φPlimζ+ζ and Ybdχ=limζ+ζ. We also use that ρPttu0=zσz0 in the plate (from (A7) and (A8), which holds for z=0+) and that ρLttu0μLxxu0zσz0=0 in the layer (from (1), which holds for z=0). Eventually, for constant ρ=ρb and μ=μb in the heterogeneity, we use that YbρρLdχ=φbhb/(ρbρL), YbμμLdχ=φbhb/(μbμL). This leaves us with the jump in σz1 of the form:

σz10=β1σz0x(x,0,t)μLβ22u0x2(x,0,t)+φbhb(ρbρL)2u0t2(x,0,t), (A36)

with:

β1=YμμLV1χdχ,β2=YPμμL(V2+χ)χdχ+YbμμLV2χdχ+μbμL1φbhb. (A37)

We shall express the jump conditions obtained in (A29) and in (A34)–(A36) in a different form, but equivalent up to O(ε2). Specifically, we want the jump between hb and zero (we shall comment on this choice later on). With =ε and hb=O(), we can use the Taylor expansion of w0(x,0,t)=w0(x,hb,t)+hbzw0(x,0,t)+O(ε2) for w0=u0,σz0 to get the jump of w=w0+εw1 defined as w=w(x,0+,t)w(x,hb,t) (as in (3)). From (A29) along with (A34) Â and (A36), we get:

u0+εu1=α1+hbμLσz0(x,0,t)+α2u0x(x,0,t)+O(2), (A38)

where we used that σz0=σz0=μLzu0. Replicating this for the jump in the normal stress, we get:

σz0+εσz1=β1σz0x(x,0,t)μLhb+β22u0x2(x,0,t)+hbφbρb+(1φb)ρL2u0t2(x,0,t)+O(2), (A39)

where we used that zσz0=zσz0=μLxxu0+ρLttu0 (and it will be shown in Appendix B.1 that β1=α2). Eventually, we define w¯=12w(x,hb,t)+w(x,0+,t); with w0(x,0,t)=w¯+O(2) in the right hand side terms, the jumps in (A38) and (A39) are equivalent to that written in (3) omitting O(2), and with:

b=α1+hb,lb=α2,Lb=hb+β2, (A40)

according to (5) along with (A32) and (A37). We made a choice on the expression of the jump conditions, and we shall see that this guaranties that the energy in the effective problem is a definite positive quadratic form. Note that we also made a choice on the position of the effective boundary condition on the top of the plate; it is possible to choose a different position in the vicinity of the order of of that one; however, as already stressed, if all the resulting effective problems are equivalent up to O(2), all of them do not guaranty proper energy of the effective problem; see, e.g., [31,32].

Appendix B. Properties of the Effective Parameters

Here, we shall prove three properties that have been used in the previous Appendix: (1) In (A39), we used that α2+β1=0. Furthermore, the effective energy Eeff in (10) is a definite positive quadratic form if: (2) b>0 and (3) Lb>0, with (b,Lb) defined in (A40).

Appendix B.1. α2 + β1 = 0

The parameters (α2,β1) are defined by α2=limζ+(V2+χ) (see (A32)) and β1=YμμLV1χdχ (see (A37)), with V1 and V2 satisfying the elementary problems: (4) (note that b=α2 in (5)). We start with:

0=YV2divμμLV1dχ=YμμLV1·V2dχ+α2, (A41)

where we used that all the boundary terms μV2V1·n on Y vanish except at ζ+ where YPμμLV2V1·ezdχ=YP1φP(α2χ)dχ=α2 since μ=μP and χ=0. Indeed, V2 and μV1·n are continuous at the interface between two elastic media; next, μV1·n=0 at the boundaries in contact with air; eventually, for ζ, V2 vanishes. Next, considering:

0=YV1divμμLV2+χdχ=YμμLV1·V2dχβ1, (A42)

and here, all the boundary terms vanish since μ(V2+χ)·n is continuous or vanish and for ζ±(V2+χ)·(±ez)=0. It follows that:

α2=β1=YdχμμLV1·V2. (A43)

Appendix B.2. ℓb > 0

To show that b>0 or equivalently α1+hb/0 from (A40), we rely on the variational formulation of the elementary problem on square integrable field V=V1H with H(χ,ζ<0)=ζ and H(χ,ζ>0)=μLφPμPζ. Thus, V satisfies div(μ/μL)(V+H)=0 with limζ±V=0, from (4), and (V+H), (μ/μL)(V+H)·n are continuous at the interfaces between two elastic media and vanish at the boundaries in contact with air.

We now define the set V of admissible fields V˜ being continuous with V˜0 for |ζ|+. Next, we introduce the energy defined over V by:

V˜V,E(V˜)=YμμL12|V˜|2+V˜·Hdχα(V˜),withα(V˜)=1φPYPV˜(χ,+)dχYV˜(χ,)dχ. (A44)

One can show using standard arguments of calculus of variations that the minimizer V of E defined by:

V=arg minV˜VE(V˜), (A45)

corresponds to V=V2H with α(V)=α2 since, by the definition of V and from (A32), limζV=0 and limζ+V=α1. To conclude, we need the expression of E(V). We multiply the relation div(μ/μL)(V+H)=0 by V, then by H, and integrate by parts. We get that YμμL|V|2dχ+YμμLV·Hdχ=α1 and, after straightforward calculations, that YdχμμLV·H=φbhb1μbμL. It follows that, from (A44), we have:

E(V)=12φbhb1μbμLα1. (A46)

Thus, by bounding the energy E(V), we shall get a lower bound for α1, hence for b=α1+hb. To do so, we chose a test field V˜ being piecewise linear along ζ, with V˜(χ)=f(ζ) and f(ζ)=0, b(ζ+hb/)/hb, b for ζ(,hb), (hb,0), and (0,+), respectively. At this stage, b is a free parameter that we shall fix to minimize E(V˜). It is easy to see that:

E(V˜)=hb12φbμbμL+1φbbhb2+φbμbμL1bhb, (A47)

whose minimum with respect to b is obtained for b*=(hb/)φb(μb/μL1)/(φbμb/μL+1φb) and provides:

minE(V˜)=hb2φb2(μb/μL1)2φbμb/μL+1φb (A48)

It is now sufficient to use (A45) along with (A46) and (A48) to find that:

bhbφbμbμL+1φb>0. (A49)

Appendix B.3. Lb0

To obtain a lower bound on Lb, we rely on the variational formulation of the elementary problem on V2. First, we define the set T of admissible fields τ˜ such that:

τ˜·n,continuous at the interfaces between two elastic media,τ˜·n=0,atχ=±φP/2,inYP,τ˜,one periodic with respect to χinYb,limζτ˜=ex,limζ+τ˜=0. (A50)

Next, we introduce the complementary energy defined over T:

τ˜T,E*(τ˜)=YbμμLτ˜μμLex2dχ+YPμLμ|τ˜|22τ˜·exdχ. (A51)

One can show from standard arguments of the calculus of variations that the minimizer τ of E* defined by:

τ=arg minτ˜TE*(τ˜), (A52)

corresponds to the stress field associated with the solution V2, that is to say:

τ=μμL(χV2+ex). (A53)

Now, multiplying by V2 the equilibrium equation (4) associated with V2, integrating by parts, and using (A51) and (A53), we find the relation:

LbhbφbμbμL+(1φb)=YPμμL(V2+χ)χdχ+YbμμLV2χdχ=E*(τ). (A54)

Thus, by bounding the complementary energy of the solution E*(τ), we shall get a bound on the left hand side in (A54), hence on Lb given by (5). To do so, we chose the piecewise constant test field τ˜ such that τ(χ)=g(ζ)ex with g(ζ)=1, a, and 0 for ζ(,hb/), (hb/,0), and (0,+), respectively. At this stage, a is a free parameter that we shall fix to minimize E*(τ˜). Calculating the energy of such a test field gives:

E*(τ˜)=aμbμL2μLμbφbhb+(a1)2hb(1φb). (A55)

Now, minimizing the energy with respect to a gives the optimum a*=φbμLμb+1φb1. By injecting a* in (A55) and using (A54), we finally obtain:

LbhbφbμLμb+1φb>0. (A56)

Author Contributions

All authors contributed to the analysis and discussed the results. All authors contributed to the final version of the manuscript. All authors read and agreed to the published version of the manuscript.

Conflicts of Interest

The authors declare no conflict of interest.

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