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Philosophical transactions. Series A, Mathematical, physical, and engineering sciences logoLink to Philosophical transactions. Series A, Mathematical, physical, and engineering sciences
. 2022 Sep 26;380(2236):20220225. doi: 10.1098/rsta.2022.0225

Unique solvability of a crack problem with Signorini-type and Tresca friction conditions in a linearized elastodynamic body

Takahito Kashiwabara 1,, Hiromichi Itou 2
PMCID: PMC9510035  PMID: 36154480

Abstract

We consider dynamic motion of a linearized elastic body with a crack subject to a modified contact law, which we call the Signorini contact condition of dynamic type, and to the Tresca friction condition. Whereas the modified contact law involves both displacement and velocity, it formally includes the usual non-penetration condition as a special case. We prove that there exists a unique strong solution to this model. It is remarkable that not only existence but also uniqueness is obtained and that no viscosity term that serves as a parabolic regularization is added in our model.

This article is part of the theme issue ‘Non-smooth variational problems and applications’.

Keywords: dynamic linear elasticity, Signorini contact condition of dynamic type, Tresca friction condition

1. Introduction

Analysis of crack motion is one of the most important topics in fracture mechanics and it has also attracted much attention in material science or in seismology (e.g. [13]). However, at least from the mathematical point of view, it is far from being understood because of the highly nonlinear and singular behaviour of cracks. Even if we put aside problems regarding crack propagation, which are difficult even at the stage of modelling and will not be addressed in this paper, there still remain many mathematical difficulties as explained below.

In the static case, one of the basic models is the linearized elasticity with interfacial conditions representing the non-penetration contact law (also known as the Signorini condition) and the Coulomb friction law on the crack (see [4,5]). In principle, the former condition implies that normal stress acts on the crack only when its both sides are in contact, and the latter means that slip velocity across it occurs only when tangential stress reaches a threshold (see also remark 2.1 below). We leave two side remarks regarding this model: optimal regularity of weak solutions for the Signorini problem is obtained by Andersson [6] (see also [7]), and non-monotone friction laws that lead to hemi-variational inequalities can also be employed in place of the Coulomb law (see [8]).

The dynamical version of the above model, however, becomes much more difficult and no mathematical results seem to have been obtained. For related problems, in which some conditions mentioned above are modified or simplified, there are several known studies.

First, for the wave equation with the Signorini condition, unique solvability is established for the halfspace in [9]. Existence of a weak solution for general domains is proved by Kim [10], but uniqueness remains open. Generalization of these results to the linearized elasticity equations is also unsolved. If the Kelvin–Voigt viscoelastic model, in which a term serving as parabolic regularization is added to the linearized elasticity, is considered instead, then existence of a weak solution is obtained, e.g. in [11,12] and that of a strong solution is shown by Petrov & Schatzman [13]. If the contact law is furthermore modified in such a way that the Signorini condition is imposed on velocity rather than on displacement, then uniqueness of a weak solution is shown as well (see [11], Section 4.4.2).

Second, dynamic friction problems also exhibit a difficulty. In case of the Tresca friction law, where the threshold parameter of the tangential traction is a given function g, under the assumption that g does not depend on the time variable unique solvability of the linearized elasticity equations (without contact conditions) is established in [14]. This result was extended to the time-dependent g in our previous paper [15]. If the Coulomb friction law which is considered to be more realistic but is more complex is employed, in ([11], Chapter 5), existence of a solution to the Kelvin–Voigt viscoelastic model combined with the Signorini condition in velocity is proved. In the context of crack problems, a weak solution of the Kelvin–Voigt viscoelastic model with the Signorini condition in displacement and with the non-local (approximated) Coulomb friction law is constructed in [12,16].

Namely, when the contact condition is imposed on displacement and is combined with some friction law, only existence of a solution is established in the presence of viscosity terms. In view of such a situation, one would like to mathematically explore a dynamic elasticity model with contact and friction having the following properties:

  • (i)

    classical linear elasticity is exploited without viscosity;

  • (ii)

    not only existence but also uniqueness of a solution is ensured;

  • (iii)

    contact law is formulated in terms of displacement, which is considered to be more realistic.

In this paper, we propose to impose a contact condition to linear combination of normal displacement and normal velocity on the interface with some constant coefficient δ>0; see (2.2a) below. Since δ=0 and δ= correspond to the contact conditions in displacement and in velocity, respectively, it can be regarded as an intermediate between them. We call (2.2a) the Signorini contact condition of dynamic type (hereinafter, referred to as SCD condition). With the SCD and Tresca friction conditions, we prove unique existence of a strong solution for the linearized elastodyanmic equations, thus having properties (i) and (ii). Moreover, property (iii) is also approached by our model because δ>0 can be fixed to an arbitrarily small value (however it is not possible to make exactly δ=0).

An expository interpretation of our result may be that making the Signorini contact condition in displacement ‘dynamic a bit’ (recall that boundary conditions having quantities with time derivative are called dynamic) leads to some stabilization effect to the system. We expect that this fact has some connection with Baumgarte-like stabilization techniques known in numerical simulations of non-smooth mechanics (see [17]), which is to be investigated in the future. The present result will also be of basic interest when we make an attempt to more involved crack problems, e.g. propagation and singular behaviour of crack tips.

This paper is organized as follows. In §2, we introduce notation and the precise mathematical setting to be studied. In §3, a variational inequality formulation as well as the definition of a strong solution is introduced, and we present the main theorem. Section 4 is devoted to its proof based on regularization of a variational inequality and Galerkin’s method. The strategy basically follows our previous study [15]; nevertheless, the analysis, in particular a priori estimates and a uniqueness proof, becomes more intricate to deal with the contact condition.

2. Preliminaries

(a) . Notation

Let ΩR3 be a bounded domain with a smooth boundary Ω consisting of two parts ΓD and ΓN that are mutually disjoint. Let Γ be a two-dimensional closed smooth interface that separates Ω into two subdomains Ω±, that is,

Ω=Ω+ΩΓ,Γ=Ω¯+Ω¯.

We assume that Ω± satisfy the Lipschitz condition and that Ω±ΓD. A crack is supposed to be represented by an open subset Γc of Γ such that Γ¯cΓΓ (namely, ΓcΓ); we refer to Ωc:=ΩΓ¯c as the domain with a crack. The unit normal vector associated with Ω is denoted by νΩ, and the unit normal vector on Γ pointing from Ω to Ω+ is denoted by ν. The geometric situation explained so far is schematically summarized in figure 1.

Figure 1.

Figure 1.

Domain with a crack.

We mainly deal with functions defined in Ωc in this paper. For such a function u, we let u±:=u|Ω± be its restrictions to subdomains Ω±. If u± are smooth enough, we define the jump discontinuity of u across Γ by

[[u]]:=u+|Γu|Γ,

and that of u by [[u]]:=(u+)|Γ(u)|Γ.

For function spaces, we employ the usual Lebesgue spaces Lp(Ωc)(1p) and the Sobolev space H1(Ωc), which have the characterization

Lp(Ωc)=Lp(Ω+)×Lp(Ω)

and

H1(Ωc)={(u+,u)H1(Ω+)×H1(Ω):[[u]]=0 on ΓΓc}.

Accordingly, their norms are given by uLp(Ωc):=(u+Lp(Ω+)p+uLp(Ω)p)1/p and uH1(Ωc):=(u+H1(Ω+)2+uH1(Ω)2)1/2. Note in particular that if uH1(Ωc) then [[u]]H001/2(Γc), which is the Lions–Magenes space (see [18]).

Functions and function spaces that are vector- or tensor-valued are written with bold fonts, e.g. uH1(Ωc)=H1(Ωc)3, whereas fine fonts mean scalar quantities. We denote the inner products of L2(Ωc) by (,), and those of L2(ΓN),L2(Γc) by (,)ΓN,(,)Γc (the same notation will also be used for vectors and tensors). We also exploit the notation of Bochner spaces Lp(0,T;X) and Wk,p(0,T;X) for a positive constant T and a Banach space X, where k>0 is an integer and 1p. Finally, the dual space of X is denoted by X.

(b) . Problem formulation

We assume that Ωc is regarded as a reference configuration (or non-deformed state) of an elastic body. The deformation of the body may be described by a displacement field u:(0,T)×ΩcR3. If the constitutive law of the material is based on isotropic linear elasticity, the stress tensor is given by

σ(u)=(λdivu)I+2μE(u), 2.1

where λ,μ are Lamé constants such that μ>0 and 3λ+2μ>0, I is the unit tensor, and E(u)=(u+(u))/2 means the linearized strain tensor. The dynamic deformation of the body is governed by the hyperbolic system

ρudivσ(u)=ρfin(0,T)×Ωc,

where ρ is the density which is a positive constant, the prime stands for the time derivative (i.e. u=t2u), f is the external body force and T>0 stands for a fixed time length. As for the boundary conditions, we consider

u=0on(0,T)×ΓD

and

σ(u)νΩ=Fon(0,T)×ΓN,

where F is a prescribed traction on ΓN. At t=0, the initial displacement and velocity fields are given as

u(0)=u0,u(0)=u˙0on{0}×Ωc.

Before stating the interface conditions on the crack, we introduce the normal and tangential components of the displacement, velocity and traction on Γ, restricted from Ω±, by

uν±=u±ν,uτ±=u±uν±ν,uν±=u±ν,uτ±=u±uν±ν,σν±=σ(u±)νν,στ±=σ(u±)νσν±ν,

together with their jumps

[[uν]]=uν+uν,[[uτ]]=uτ+uτ,[[uν]]=uν+uν,[[uτ]]=uτ+uτ,[[σν]]=[[σν(u)]]=σν+σν,[[στ]]=[[στ(u)]]=στ+στ.

In this paper, we consider the Signorini contact condition of dynamic type (SCD condition) and Tresca friction condition on the crack Γc as follows:

[[σν]]=0,σν0,[[uν+δuν]]0,σν[[uν+δuν]]=0on(0,T)×Γc 2.2a

and

[[στ]]=0,|στ|g,στ[[uτ]]+g|[[uτ]]|=0on(0,T)×Γc, 2.2b

where δ(0,] is a constant, g=g(t,x)0 is a given function.

Several remarks are in order. First, σν:=σν+=σν and στ:=στ+=στ are well-defined as single-valued functions on Γc because they have no jump by (2.2). Second, if δ=0 in (2.2a) then we formally recover the usual non-penetration condition introduced in [5]. On the other hand, if δ= then we arrive at the contact condition in terms of velocity given by Eck et al. [11]. To see this we equivalently rewrite (2.2a), with γ:=δ1, as

σν0,[[γuν+uν]]0,σν[[γuν+uν]]=0, 2.3

and set γ=0. For simplicity of presentation, we mainly deal with the SCD condition in the form (2.3) with γ[0,) rather than (2.2a) in the subsequent analysis.

Remark 2.1. —

(i) The introduction of δ in (2.2a) is mainly due to the mathematical reason as explained in the Introduction. From a modelling viewpoint, it can be regarded as a first-order approximation to the case δ=0, i.e. the usual non-penetration condition [[uν]]0. We see that the SCD condition allows for interpenetration of the crack, which is not physically feasible and may be a restriction in applications. However, it remains realistic for a short time interval in the case of no initial slip velocity on the crack (e.g. for the first—and usually strongest—wave of an earthquake as mentioned in [11], Chapter 5).

(ii) If g in (2.2b) is replaced by F|σν| (F0 is a coefficient), then the resulting condition is known as the Coulomb friction law, which is mentioned in the Introduction.

3. Variational formulations

(a) . Variational inequality

As discussed in the previous section, the strong form of the initial boundary value problem considered in this paper is represented as follows:

ρudivσ(u)=ρfin(0,T)×Ωc, 3.1a
u=0on(0,T)×ΓD, 3.1b
σ(u)νΩ=Fon(0,T)×ΓN, 3.1c
[[σν]]=0,σν0,[[γuν+uν]]0,σν[[γuν+uν]]=0on(0,T)×Γc, 3.1d
[[στ]]=0,|στ|g,στ[[uτ]]=g|[[uτ]]|on(0,T)×Γc, 3.1e
u(0)=u0,u(0)=u˙0on{0}×Ωc. 3.1f

Let us derive a weak formulation to this problem assuming that u is smooth enough in [0,T]×(Ω¯Γc). To this end we introduce the following function spaces and convex cone:

H:=L2(Ωc),V:={vH1(Ωc):v=0 on ΓD},K:={vV:[[vν]]0 a.e.\ on Γc}.

Multiplying (3.1a) by v(γu+u) with an arbitrary vK and integrating over Ωc, we obtain

ρ(u(t),v(γu(t)+u(t)))+(σ(u(t)),(v(γu(t)+u(t))))+(σν(t),[[vν(γuν(t)+uν(t))]])Γc+(στ(t),[[vτ(γuτ(t)+uτ(t))]])Γc=ρ(f(t),v(γu(t)+u(t)))+(F(t),v(γu(t)+u(t)))ΓNt(0,T),

where we have used [[σν]]=0,[[στ]]=0 on Γc and the fact that the outer unit normal w.r.t. Ω± on Γ is ν. By (2.1) we see that

(σ(u),v)=(σ(u),E(v))=λ(divu,divv)+2μ(E(u),E(v))=:a(u,v)vV.

It follows from (3.1d) and (3.1e) that

(σν(u(t)),[[vν(γuν(t)+uν(t))]])Γc0 3.2

and

(στ(u(t)),[[vτ(γuτ(t)+uτ(t))]])Γc(g(t),|[[vτγuτ(t)]]||[[uτ(t)]]|)Γc. 3.3

Consequently,

ρ(u(t),v(γu(t)+u(t)))+a(u(t),v(γu(t)+u(t)))+(g(t),|[[vτγuτ(t)]]||[[uτ(t)]]|)Γcρ(f(t),v(γu(t)+u(t)))+(F(t),v(γu(t)+u(t)))ΓNvV,a.e.t(0,T). 3.4

This is a variational inequality of hyperbolic type that is equivalent to the strong form (3.1), provided that there is a classical solution, as seen below.

Proposition 3.1. —

Let u be smooth enough to satisfy uC2([0,T]×(Ω¯Γc)). Then u solves (3.1) if and only if the following hold:

  • (i)

    u(t)V for all t(0,T);

  • (ii)

    u(0)=u0 and u(0)=u˙0;

  • (iii)

    γu(t)+u(t)K for all t(0,T);

  • (iv)

    u satisfies the hyperbolic variational inequality (3.4).

Proof. —

The proof is essentially similar to ([15, pp. 125–126]). It suffices to show the ‘if’ part. Taking a test function v=±w+γu(t)+u(t) with arbitrary wV such that [[w]]=0 on Γ, one can reduce (3.4) to

ρ(u(t),w)+a(u(t),w)=ρ(f(t),w)+(F(t),w)ΓN,

which implies (3.1a), (3.1c), [[σν]]=0 on Γc, and [[στ]]=0 on Γc. Then (3.2) and (3.3) follow from integration by parts (note that each of [[vν]] and [[vτ]] can be chosen to an arbitrary smooth function independently).

First we focus on (3.2). Setting [[vν]] to 0 and 2[[γuν(t)+uν(t)]] gives

(σν(t),[[γuν(t)+uν(t)]])Γc=0.

Therefore, (σν(t),[[vν]])Γc0 for arbitrary [[vν]]0, which implies

σν(t)0onΓc.

These two relations combined with [[γuν(t)+uν(t)]]0 on Γc deduce the last equality of (3.1d).

Next, in (3.3), setting [[vτ]] to [[γuτ(t)]] and [[γuτ(t)+2uτ(t)]] gives

(στ(t),[[uτ(t)]])Γc=(g(t),|[[uτ(t)]]|)Γc.

Therefore, (στ(t),[[vτ]])Γc(g(t),|[[vτ]]|)Γc for arbitrary [[vτ]], which implies |στ(t)|g(t) on Γc. Then the last equality of (3.1e) also follows. This proves that u solves (3.1).

(b) . Main result

In view of proposition 3.1, let us define a solution of (3.1) based on its variational form.

Definition 3.2. —

Given f, F, g, u0, u˙0, we say that uW2,(0,T;H)W1,(0,T;V) is a strong solution of (3.1) if u satisfies conditions (i)–(iv) in proposition 3.1.

Remark 3.3. —

For second-order hyperbolic problems, one usually considers a weak solution in W1,(0,T;L2(Ωc))L(0,T;H1(Ωc)). However, this class would not be appropriate for dynamic elasticity problems with friction where the trace of velocity explicitly appears on an interface. We also note that in the Kelvin–Voigt viscoelastic case, a natural class of a weak solution becomes W1,(0,T;L2(Ωc))H1(0,T;H1(Ωc)), avoiding this issue.

Now we are ready to state our main result in this paper.

Theorem 3.4. —

Let γ[0,), fH1(0,T;H),FH2(0,T;L2(ΓN)), and let gH2(0,T;L2(Γc)) be non-negative. We assume that u0V, u˙0V and that they satisfy the following compatibility conditions:

  • divσ(u0)H;

  • σ(u0)νΩ=F(0) on ΓN;

  • σν(u0+)=σν(u0)=0 and [[γu0ν+u˙0ν]]=0 on Γc;

  • στ(u0+)=στ(u0)=0 and [[u˙0τ]]=0 on Γc.

Then there exists a unique strong solution of (3.1).

Remark 3.5. —

Since u0V satisfies divσ(u0±)L2(Ω±), initial tractions σ(u0±)νΩ and σ(u0±)ν are well-defined in (H001/2(ΓN)) and (H001/2(Γc)), respectively. The third and fourth conditions above are stronger than just requiring that u0 and u˙0 satisfy (3.1d) and (3.1e) at t=0; however, we are not aware whether they can be weakened.

(c) . Regularized problem

It is not easy to directly construct a solution of the time-dependent variational inequality (3.4) because it contains non-differentiable relations. To see this, we introduce two convex functions

ψ(x)={+(x<0),0(x0),φ(x)=|x|(xR3),

whose subdifferentials β:=ψ and α:=φ are maximal monotone graphs given by

β(x)={x<0,(,0]x=0,0x>0,α(x)={x/|x|(x0),{yR3:|y|1}(x=0).

We then observe that the SCD and Tresca conditions in (3.1) are concisely expressed as

σνβ([[γuν+uν]]),στgα([[uτ]]). 3.5

To address the difficulty that β and α are multi-valued functions and non-differentiable, we approximate ψ and φ by the following functions which are convex and W3,C2:

ψϵ(x)=13ϵ[x]3,φϵ(x)=|x|2+ϵ2,

where ϵ>0 is a constant and [x]:=max{x,0} for xR. Their derivatives βϵ:=dψϵ/dx and αϵ:=φϵ are given by

βϵ(x)=1ϵ[x]2,αϵ(x)=x|x|2+ϵ2,

which are monotone and W2,C1.

With this preparation we consider the following regularized problem denoted by (VI)ϵ: find uϵ(t)V such that uϵ(0)=u0,uϵ(0)=u˙0 and

ρ(uϵ(t),v(γuϵ(t)+uϵ(t)))+a(uϵ(t),v(γuϵ(t)+uϵ(t)))+(1,ψϵ([[vν]])ψϵ([[γuϵν(t)+uϵν(t)]]))Γc+(g(t),φϵ([[vτγuϵτ(t)]])φϵ([[uϵτ(t)]]))Γcρ(f(t),v(γuϵ(t)+uϵ(t)))+(F(t),v(γuϵ(t)+uϵ(t)))ΓNvV,a.e.t(0,T). 3.6

In the proposition below, we find that ( VI) ϵ is equivalent to the following variational equality problem denoted by (VE)ϵ: find uϵ(t)V such that uϵ(0)=u0,uϵ(0)=u˙0 and

ρ(uϵ(t),v)+a(uϵ(t),v)+(βϵ([[γuϵν(t)+uϵν(t)]]),[[vν]])Γc+(g(t)αϵ([[uϵτ(t)]]),[[vτ]])Γc=ρ(f(t),v)+(F(t),v)ΓNvV,a.e.t(0,T). 3.7

Proposition 3.6. —

Let uϵW2,(0,T;H)W1,(0,T;V). It solves (VI)ϵ if and only if it solves ( VE) ϵ.

Proof. —

Although the proof is standard, we present it for completeness. Let uϵ be a solution of (VI)ϵ. Taking v=±hw+γuϵ(t)+uϵ(t) with arbitrary h>0 and wV, dividing by h, and letting h0, we deduce (VE)ϵ from the relations

limh0ψϵ([[hwν+γuϵν(t)+uϵν(t)]])ψϵ([[γuϵν(t)+uϵν(t)]])h=βϵ([[γuϵν(t)+uϵν(t)]])[[wν]]

and

limh0φϵ([[hwτ+uϵτ(t)]])φϵ([[uϵτ(t)]])h=αϵ([[uϵτ(t)]])[[wτ]].

Conversely, let uϵ be a solution of (VE)ϵ. Note that, since ψϵ and φϵ are convex,

ψϵ([[wν+γuϵν(t)+uϵν(t)]])ψϵ([[γuϵν(t)+uϵν(t)]])βϵ([[γuϵν(t)+uϵν(t)]])[[wν]]

and

φϵ([[wτ+uϵτ(t)]])φϵ([[uϵτ(t)]])αϵ([[uϵτ(t)]])[[wτ]],

for all wV. Setting this w in such a way that w+γuϵ(t)+uϵ(t)=v and using (3.7), we arrive at (3.6).

As a result of proposition 3.6, it suffices to solve an equation problem for obtaining uϵ. Furthermore, since it follows from (3.7) that

σν(uϵ)=βϵ([[γuϵν+uϵν]]),στ(uϵ)=αϵ([[uϵτ]])on(0,T)×Γc,

we expect that uϵ should converge to a solution of the original problem (3.1) as ϵ0. Justification of this fact, which is actually the idea to prove theorem 3.4, is the task of the next section.

4. Proof of main result

In this section, we establish existence in §4a–d and uniqueness in §4e. Coercivity of a(,) in V, that is,

a(v,v)CvH1(Ωc)2vV,

which is justified by Korn’s inequality (e.g. [14]), will be frequently used in the proof. Here and in what follows, C represents a generic constant depending only on the domain Ωc, Lamé constants λ, μ and density ρ. We will also write C(f,g), etc. in order to indicate dependency on other quantities.

The inequality above allows us to define the norm of V as vV:=a(v,v)1/2, whereas we use vH:=vL2(Ωc).

(a) . Galerkin approximation

We apply Galerkin’s method to solve (3.7). Since VH1(Ωc) is separable, there exist countable members w1,w2,,V, which are linearly independent, such that m=1Vm¯=V where Vm:=span{wk}k=1m. We may assume that u0,u˙0Vm for m2 (otherwise one can add u0 and u˙0 to the members {wk}k=1m).

For m=2,3,, the Galerkin approximation problem consists in determining ck(t)(k=1,,m) such that um=k=1mck(t)wk(x)Vm satisfies

ρ(um(t),v)+a(um(t),v)+(βϵ([[γumν(t)+umν(t)]]),[[vν]])Γc+(g(t)αϵ([[umτ(t)]]),[[vτ]])Γc=ρ(f(t),v)+(F(t),v)ΓNvVm,t(0,T), 4.1

together with the initial conditions um(0)=u0,um(0)=u˙0.

This is a finite-dimensional system of ODEs that admits a local-in-time unique solution

ckW3,(0,T~)C2([0,T~])(k=1,,m),

for certain 0<T~T (recall that βϵ, αϵ are W2,C1). Because the a priori estimates below ensure that T~ can be extended to T, we use T instead of T~ from the beginning.

Differentiating (4.1) in t we obtain

ρ(um(t),v)+a(um(t),v)+(βϵ([[γumν(t)+umν(t)]])[[γumν(t)+umν(t)]],[[vν]])Γc+(g(t)αϵ([[umτ(t)]]),[[vτ]])Γc+(g(t)αϵ([[umτ(t)]])[[umτ(t)]],[[vτ]])Γc=ρ(f(t),v)+(F(t),v)ΓNvVm,t(0,T). 4.2

(b) . First a priori estimate

Let us establish an estimate for umW1,(0,T;H)L(0,T;V). For arbitrary t(0,T) take v=γum+umVm in (4.1) to obtain

12ddt(ρum(t)H2+um(t)V2)+γum(t)V2+1ϵ[[γumν(t)+umν(t)]]L3(Γc)3+ργ(um(t),um(t))ρ(f(t),γum(t)+um(t))+(F(t),γum(t)+um(t))ΓNγ(g(t)αϵ([[umτ(t)]]),[[umτ(t)]])Γc,

where [[v]] means [[[v]]] and we have used βϵ(x)x=1ϵ[x]3,αϵ(x)x0. Applying Hölder’s and Young’s inequalities to terms involving γ on the right-hand side yields

12ddt(ρum(t)H2+um(t)V2)+γ2um(t)V2+1ϵ[[γumν(t)+umν(t)]]L3(Γc)3+ργ(um(t),um(t))Cγ(f(t)H2+F(t)L2(ΓN)2+g(t)L2(Γc)2)+ρ(f(t),um(t))+(F(t),um(t))ΓN,

where we have used |αϵ()|1 and the trace inequality [[v]]L2(Γc)CvV. Integration of both sides with respect to t gives

12(ρum(t)H2+um(t)V2)+γ20tum(s)V2ds+1ϵ0t[[γumν(s)+umν(s)]]L3(Γc)3ds+ργ[(um(s),um(s))]0tργ0tum(s)H2ds12(ρu˙0H2+u0)V2)+Cγ(fL2(0,T;H)2+FL2(0,T;L2(ΓN))2+gL2(0,T;L2(Γc))2)+ρ2fL2(0,T;H)2+ρ20tum(s)H2ds+[(F(s),um(s))ΓN]0t0t(F(s),um(s))ΓNds.

In particular,

ρum(t)H2+12um(t)V2+ργddtum(t)H2+2ϵ0t[[γumν(s)+umν(s)]]L3(Γc)3dsC(γ+1)(fL2(0,T;H)2+FH1(0,T;L2(ΓN))2+gL2(0,T;L2(Γc))2+u0V2+u˙0H2)+C(γ+1)0t(ρum(s)H2+12um(s)V2)ds,

where (F(t),um(t))ΓN has been bounded by CFH1(0,T;L2(ΓN))2+14um(t)V2. Setting A(t):=ρum(t)H2+12um(t)V2 and neglecting the last term on the left-hand side (this is just for simplicity of presentation; if we keep this term, we obtain (4.5) below), we rephrase this estimate as

A(t)+ργddtum(t)H2C1(f,F,g,u0,u˙0)(γ+1)+C(γ+1)0tA(s)dst(0,T). 4.3

If γ=0, we find from Gronwall’s inequality that

A(t)C1(f,F,g,u0,u˙0)eCt.

Otherwise we further integrate (4.3) with respect to t, with B1(t):=0tA(s)ds, to get

B1(t)+ργum(t)H2C2(f,F,g,u0,u˙0,T)(γ+1)+C(γ+1)0tB1(s)ds,

so that, by Gronwall’s inequality,

B1(t)+ργum(t)H2C2(f,F,g,u0,u˙0,T)(γ+1)eC(γ+1)t.

Since ργ(d/dt)um(t)H2=2ργ(um(t),um(t)), we find from (4.3) that

A(t)C1(f,F,g,u0,u˙0)(γ+1)+C(γ+1)B1(t)+ρ2um(t)H2+2ργ2um(t)H2,

which concludes

12(ρum(t)H2+um(t)V2)C3(f,F,g,u0,u˙0,T)(γ+1)2eC(γ+1)t. 4.4

Remark 4.1. —

As we already noted before (4.3), it also holds that, for all t[0,T],

2ϵ0t[[γumν(s)+umν(s)]]L3(Γc)3dsC3(f,F,g,u0,u˙0,T)(γ+1)2eC(γ+1)t. 4.5

(c) . Second a priori estimate

Next let us establish an estimate for umW1,(0,T;H)L(0,T;V). For arbitrary t(0,T) we take v=γum+umVm in (4.2) to obtain

12ddt(ρum(t)H2+um(t)V2)+γum(t)V2+γρ(um(t),um(t))γρ(f(t),um(t))+γ(F(t),um(t))ΓN+ρ(f(t),um(t))+(F(t),um(t))ΓNγ(g(t)αϵ([[umτ(t)]])[[umτ(t)]],[[umτ(t)]])Γcγ(g(t)αϵ([[umτ(t)]]),[[umτ]])Γc(g(t)αϵ([[umτ(t)]]),[[umτ]])Γc,

where we have used the fact that βϵ and αϵ are non-negative.

Applying Hölder’s and Young’s inequalities to the first three and the sixth terms on the right-hand side, together with |αϵ()|1 and the trace inequality [[v]]L2(Γc)CvV, we have

12ddt(ρum(t)H2+um(t)V2)+γ2um(t)V2+ργ(um(t),um(t))C(γ+1)(f(t)H2+F(t)L2(ΓN)2+g(t)L2(Γc)2)+ρum(t)H2+(F(t),um(t))ΓNγ(g(t)ddtαϵ([[umτ(t)]]),[[umτ(t)]])Γc(g(t),ddtφϵ([[umτ(t)]]))Γc.

Integration of both sides with respect to t yields

ρ2um(t)H2+12um(t)V2+γ20tum(s)V2ds+ργ[(um(s),um(s))]0tργ0tum(s)H2dsρ2um(0)H2+12u˙0V2+C(γ+1)(fL2(0,T;H)2+FL2(0,T;L2(ΓN))2+gL2(0,T;L2(Γc))2)+0tρum(s)H2ds+[(F(s),um(s))ΓN]0t0t(F(s),um(s))ΓNdsγ[(g(s)αϵ([[umτ(s)]]),[[umτ(s)]])Γc]0t+γ0t(g(s)αϵ([[umτ(s)]]),[[umτ(s)]])Γcds+γ0t(g(s),αϵ([[umτ(s)]])[[umτ(s)]]=(d/ds)φϵ([[umτ(s)]]))Γcds[(g(s),φϵ([[umτ(s)]])Γc]0t+0t(g(s),φϵ([[umτ(s)]])Γcds,

where the eighth term on the right-hand side equals

γ[(g(s),φϵ([[umτ(s)]]))Γc]0tγ0t(g(s),φϵ([[umτ(s)]]))Γcds.

Hölder’s and Young’s inequalities, combined with the relations

H1(0,T;L2(Γc))C([0,T];L2(Γc)),

[[v]]L2(Γc)CvV and with |αϵ()|1, φϵ()=||2+ϵ2, lead to

ρum(t)H2+12um(t)V2+γ0tum(s)V2ds+ργddtum(t)H2C(γ+1)(um(0)H2+fH1(0,T;H)2+FH2(0,T;L2(ΓN))2+gH2(0,T;L2(Γc))2+u˙0V2+ϵ2)+C(γ+1)0t(ρum(s)H2+12um(s)V2)ds+Cγ2gH1(0,T;L2(Γc))2t(0,T), 4.6

where the last contribution owes to γ(g(t)αϵ([[umτ(t)]]),[[umτ(t)]])Γc and γ(g(t),φϵ([[umτ(t)]]))Γc.

It remains to estimate u(0)H. For this purpose we make t=0 and take v=u(0)Vm in (4.1) to see

ρum(0)H2+a(u0,um(0))+(βϵ([[γu0ν+u˙0ν]]),[[umν(0)]])Γc+(g(0)αϵ([[u˙0τ]]),[[umτ(0)]])Γc=(ρf(0),um(0))+(F(0),um(0))ΓN.

Noting that

a(u0,um(0))=(divσ(u0),um(0))+(σ(u0)ν,um(0))ΓN(σν(u0),[[umν(0)]])Γc(στ(u0),[[umτ(0)]])Γc

and using the compatibility conditions, we deduce

ρum(0)H2=(divσ(u0)+ρf(0),um(0)),

which implies um(0)HC(divσ(u0)H+f(0)H).

Substituting this into (4.6), we proceed as in the previous subsection assuming ϵ1. If γ=0, Gronwall’s inequality gives us

ρum(t)H2+12um(t)V2C4(f,F,g,u0,u˙0)eCt.

If γ>0, we further integrate (4.6) to have

B2(t)+ργum(t)H2C5(f,F,g,u0,u˙0,T)(γ+1)2+C(γ+1)0tB2(s)ds,

where B2(t):=0t(ρum(t)H2+12um(t)V2)ds. Applying Gronwall’s inequality above and substituting the resulting estimate into (4.6), in which 2ργ|(um(t),um(t))| is bounded by ρ2um(t)H2+2ργ2um(t)H2, we conclude

ρum(t)H2+um(t)V2C6(f,F,g,u0,u˙0,T)(γ+1)3eC(γ+1)t. 4.7

(d) . Passage to limit

The argument of the passage to the limits m and ϵ0 is basically similar to ([15], Section 3.7), the essential difference lying in the verification of the constraint γu(t)+u(t)K. However, for the sake of completeness we present the whole proof.

First let us consider the limit m for fixed ϵ(0,1]. As a consequence of the a priori estimates (4.4) and (4.7), there exist a subsequence of {um}, denoted by the same symbol, and some uϵW2,(0,T;H)W1,(0,T;V) such that

umuϵweakly-* inL(0,T;V),umuϵweakly-* inL(0,T;V)andumuϵweakly-* inL(0,T;H),

as m. Here, we note the compact embedding W1,(0,T;L2(Ω±))L(0,T;H1(Ω±))C([0,T];L2(Ω±)) (see [19]) and the compactness of the trace operator H1(Ω±)L3(Γc) (e.g. [20]). It then follows that

umuϵandumuϵstrongly inC([0,T];H),[[um]][[uϵ]]and[[um]][[uϵ]]strongly inC([0,T];L3(Γc)), 4.8

as m. In particular, the initial conditions uϵ(0)=u0 and uϵ(0)=u˙0 hold. By choosing a further subsequence, we may also assume that

[[um]][[uϵ]]and[[um]][[uϵ]]a.e.\ in(0,T)×Γc.

For arbitrary ηC0(0,T) and vVm(m=2,3,), we find from (4.1) that

0Tη(t)(ρ(um(t),v)+a(um(t),v)+(βϵ([[γumν(t)+umν(t)]]),[[vν]])Γc+(g(t)αϵ([[umτ(t)]]),[[vτ]])Γcρ(f(t),v)(F(t),v)ΓN)dt=0.

Letting m, using (4.8), and applying the dominated convergence theorem, we have

0Tη(t)(ρ(uϵ(t),v)+a(uϵ(t),v)+(βϵ([[γuϵν(t)+uϵν(t)]]),[[vν]])Γc+(g(t)αϵ([[uϵτ(t)]]),[[vτ]])Γcρ(f(t),v)(F(t),v)ΓN)dt=0.

Since m=1Vm¯=V and η is arbitrary, we conclude (3.7), that is, uϵ is a solution of (VE)ϵ and also of (VI)ϵ by virtue of proposition 3.6. Moreover, by making m in (4.4), (4.5) and (4.7), we also obtain

uϵW2,(0,T;H)2+uϵW1,(0,T;V)2+1ϵ0T[[γuϵν(s)+uϵν(s)]]L3(Γc)3dsC(f,F,g,u0,u˙0,T,γ). 4.9

Next we consider the limit ϵ0. By (4.9), there exist a subsequence of {uϵ}, denoted by the same symbol, and some uW2,(0,T;H)W1,(0,T;V) such that

uϵuweakly-* inL(0,T;V),uϵuweakly-* inL(0,T;V)anduϵuweakly-* inL(0,T;H),

as ϵ. We observe from the third term on the left-hand side of (4.9) that

0T[[γun(t)+un(t)]]L3(Γc)3dt=limϵ00T[[γuϵν(t)+uϵν(t)]]L3(Γc)3dt=0,

which verifies [[γun(t)+un(t)]]0 a.e. on (0,T)×Γc, that is, γu(t)+u(t)K for t(0,T).

For arbitrary v~L2(0,T;K) we find from (3.6) that

0T(ρ(uϵ,v~(γuϵ+uϵ))+a(uϵ,v~(γuϵ+uϵ))+(g,φϵ([[v~τγuϵτ]])φϵ([[uϵτ]]))Γcρ(f,v~(γuϵ+uϵ))(F,v~(γuϵ+uϵ))ΓN)dt0,

because ψϵ([[v~ν(t)]])=0 and ψϵ([[γuϵν(t)+uϵν(t)]])0. Consequently,

0T(ρ(uϵ,v~γuϵ)+a(uϵ,v~)+(g,φϵ([[v~τγuϵτ]])φϵ([[uϵτ]]))Γcρ(f,v~(γuϵ+uϵ))(F,v~(γuϵ+uϵ))ΓN)dt0T(ρ(uϵ,uϵ)+a(uϵ,uϵ)+γa(uϵ,uϵ))dt=12(ρuϵ(T)H2+uϵ(T)V2)12(ρu˙0H2+u0V2)+γuϵL2(0,T;V)2. 4.10

Here, observe that limϵ0uϵ(T)H2=u(T)H2 in view of the compact embedding

W1,(0,T;L2(Ω±))L(0,T;H1(Ω±))C([0,T];L2(Ω±)).

We further find that φϵ([[uϵτ]])|[[uτ]]| in C([0,T];L2(Γc)) as ϵ0, and that

u(T)V2lim infϵ0uϵ(T)V2anduL2(0,T;V)2lim infϵ0uϵL2(0,T;V)2.

In fact, the former inequality above results from the following weak convergence:

a(u(T)uϵ(T),w)=0T(a(u(t)uϵ(t),η(t)w)+a(u(t)uϵ(t),η(t)w))dt0wV,ϵ0,

where ηC([0,]) is chosen so that η(0)=0 and η(T)=1. Therefore, making ϵ0 in (4.10) deduces

0T(ρ(u,v~γu)+a(u,v~)+(g,|[[v~τγuτ]]||[[uτ]]|)Γcρ(f,v~(γu+u))(F,v~(γu+u))ΓN)dt0T(ρ(u,u)+a(u,u)+γa(u,u))dt,

namely,

0T(ρ(u,v~(γu+u))+a(u,v~(γu+u))+(g,|[[v~τγuτ]]||[[uτ]]|)Γcρ(f,v~(γu+u))(F,v~(γu+u))ΓN)dt0.

This implies the pointwise (in time) variational inequality (3.4) by a technique based on the Lebesgue differentiation theorem (see [14, pp. 57–58]). Thus the existence part of theorem 3.4 has been established.

(e) . Uniqueness

Before proceeding to the proof of the uniqueness part of theorem 3.4, we present some preparatory results.

Lemma 4.2. —

There exists a vector function NH1(Ω) such that its trace satisfies

N=νonΓc,N=0onΩ.

Proof. —

Let Γ~c be a neighbourhood of Γ¯c such that ΓcΓ~cΓ. Then there exists ν~H001/2(Γ) such that ν~=ν on Γc and ν~=0 on ΓΓ~c. Then one can find some N±H1(Ω±) whose trace to Ω± equals the zero extension of ν~ to Ω±. If we define N=N+ in Ω+ and N=N in Ω, this is a desired function.

Using this lemma we introduce, for vV,

v¯:=v(vN)N.

Note that v¯HCvH, v¯VCvV, and that [[v¯ν]]=0, [[v¯τ]]=[[vτ]], [[((vN)N)τ]]=0 on Γc.

For any solution u of (3.4), we see that σν(u)L2(0,T;H001/2(Γc)) and στ(u)L2(0,T;H001/2(Γc)) are characterized by

σν(u(t)),[[vν]]Γc=ρ(u(t),v)a(u(t),v)+ρ(f(t),v)+(F(t),v)ΓNvV,[[vτ]]=0onΓc

and

στ(u(t)),[[vτ]]Γc=ρ(u(t),v)a(u(t),v)+ρ(f(t),v)+(F(t),v)ΓNvV,[[vν]]=0onΓc,

respectively. The next lemma is essentially a consequence of the monotonicity of β and α appearing in (3.5).

Lemma 4.3. —

If u1, u2 are two solutions of (3.4), then for a.e. t(0,T)

σν(u1(t))σν(u2(t)),[[γu1ν(t)+u1ν(t)]][[γu2ν(t)+u2ν(t)]]Γc0

and

στ(u1(t))στ(u2(t)),[[u1τ(t)]][[u2τ(t)]]Γc0.

Proof. —

Arguing in the same way as in proposition 3.1, we get

σν(ui),[[vν]]Γc0vKandσν(ui),[[γuiν+uiν]]Γc=0,

for i=1,2. The first desired inequality follows from these and γui+uiK.

Again by the same way as in proposition 3.1, we have

σ(ui),[[vτ]]Γc(g(t),|[[vτ]]|)ΓcvVandστ(ui),[[uiτ]]Γc=(g(t),|[[uiτ]]|)Γc,

for i=1,2, which lead to the second desired inequality.

Now we prove the uniqueness of a solution of (3.4). Let u1, u2 be two solutions of (3.4) and set w:=u1u2. Then it follows that

ρ(w(t),v)+a(w(t),v)+σν(w(t)),[[vν]]Γc+στ(w(t)),[[vτ]]Γc=0vV,a.e.t(0,T).

Taking v=γw(t)+w(t) and using lemma 4.3, we deduce that

12ddt(ρw(t)H2+w(t)V2)+ργ(w(t),w(t))+γw(t)V2γστ(w(t)),[[wτ(t)]]Γc=γστ(w(t)),[[w¯τ(t)]]Γc=ργ(w(t),w¯(t))+γa(w(t),w¯(t)),

which, combined with (w(t),w(t)w¯(t))=(w(t)N,w(t)N), gives

12ddt(ρw(t)H2+w(t)V2)+ργ(w(t)N,w(t)N)γa(w(t),w¯(t))Cγw(t)V2.

Integrate this with respect to t to obtain (note that w(0)=w(0)=0)

12(ρw(t)H2+w(t)V2)+ργ2ddtw(t)NH2γ0t(ρw(s)NH2+Cw(s)V2)dsCγ0t(ρw(s)H2+w(s)V2)ds.

Setting D(t):=0t(ρw(s)H2+w(s)V2)ds, we find from further integration of this estimate that

D(t)+ργw(t)NH2Cγ0tD(s)ds.

By Gronwall’s inequality, D(t)0 and hence w(t)0, which shows the uniqueness.

The proof of theorem 3.4 has been completed.

Acknowledgements

We thank the anonymous referees for valuable comments on this paper.

Data accessibility

No new data were created or analysed in this study.

Authors' contributions

T.K.: formal analysis, investigation, writing—original draft; H.I.: formal analysis, investigation, writing—original draft.

Both authors gave final approval for publication and agreed to be held accountable for the work performed therein.

Conflict of interest declaration

The authors declare that they have no competing interests.

Funding

T.K. was partially supported by a Grant-in-Aid for Early-Career Scientists (No. 20K14357) of the Japan Society for the Promotion of Science (JSPS). H.I. was partially supported by a Grant-in-Aid for Scientific Research (C) (No. 18K03380) of JSPS. This work is supported by JSPS and the Russian Foundation for Basic Research (RFBR) under the Japan - Russia Research Cooperative Program (project No. JPJSBP120194824).

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