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ORIGINAL RESEARCH article

Front. Appl. Math. Stat., 24 July 2024
Sec. Dynamical Systems
This article is part of the Research Topic Approximation Methods and Analytical Modeling Using Partial Differential Equations View all 13 articles

Qualitative properties of solutions to a nonlinear transmission problem for an elastic Bresse beam

  • 1Department of Mathematics and Computer Science, V. N. Karazin Kharkiv National University, Kharkiv, Ukraine
  • 2Institut für Mathematik, Humboldt-Universität zu Berlin, Berlin, Germany
  • 3Institut für Partielle Differentialgleichungen, Technische Universität Braunschweig, Braunschweig, Germany

We consider a nonlinear transmission problem for a Bresse beam, which consists of two parts, damped and undamped. The mechanical damping in the damping part is present in the shear angle equation only, and the damped part may be of arbitrary positive length. We prove the well-posedness of the corresponding system in energy space and establish the existence of a regular global attractor under certain conditions on the nonlinearities and coefficients of the damped part only. Besides, we study the singular limits of the problem under consideration when curvature tends to zero, or curvature tends to zero, and simultaneously shear moduli tend to infinity and perform numerical modeling for these processes.

1 Introduction

In this study, we consider a contact problem for the Bresse beam. Originally, the mathematical model for homogeneous Bresse beams was derived in Ref. [1]. We use the variant of the model described in Ref. [2, Ch. 3]. Let the whole beam occupy a part of a circle of length L and have the curvature l = R−1. We consider the beam as a one-dimensional object and measure the coordinate x along the beam. Thus, we say that the coordinate x changes within the interval (0, L). The parts of the beam occupying the intervals (0, L0) and (L0, L) consist of different materials. The part lying in the interval (0, L0) is partially subjected to structural damping (see Figure 1). The Bresse system describes the evolution of three quantities: transversal displacement, longitudinal displacement, and shear angle variation. We denote by φ, ψ, and ω the transversal displacement, the shear angle variation, and the longitudinal displacement of the left part of the beam lying in (0, L0). Analogously, we denote by u, v, and w the transversal displacement, the shear angle variation, and the longitudinal displacement of the right part of the beam occupying the interval (L0, L). We assume the presence of mechanical dissipation in the equation for the shear angle variation for the left part of the beam. We also assume that both ends of the beam are fixed. Nonlinear oscillations of the composite beam can be described by the following equation system:

ρ1φtt-k1(φx+ψ+lω)x-lσ1(ωx-lφ)+f1(φ,ψ,ω)=p1(x,t),    (1)
β1ψtt-λ1ψxx+k1(φx+ψ+lω)+γ(ψt)+h1(φ,ψ,ω)=r1(x,t),x(0,L0),t>0,    (2)
ρ1ωtt-σ1(ωx-lφ)x+lk1(φx+ψ+lω)+g1(φ,ψ,ω)=q1(x,t),    (3)
Figure 1
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Figure 1. Composite Bresse beam.

and

ρ2utt-k2(ux+v+lw)x-lσ2(wx-lu)+f2(u,v,w)=p2(x,t),    (4)
β2vtt-λ2vxx+k2(ux+v+lw)+h2(u,v,w)=r2(x,t),x(L0,L),t>0,    (5)
ρ2wtt-σ2(wx-lu)x+lk2(ux+v+lw)+g2(u,v,w)=q2(x,t),    (6)

where ρj, βj, kj, σj, λj are positive parameters, fj,gj,hj:3 are nonlinear feedbacks, pj,qj,rj:(0,L)×3 are known external loads and γ:ℝ → ℝ is a nonlinear damping. The system is subjected to Dirichlet boundary conditions at the ends of the beam

φ(0,t)=u(L,t)=0,  ψ(0,t)=v(L,t)=0,ω(0,t)=w(L,t)=0,    (7)

transmission conditions at point L0

φ(L0,t)=u(L0,t),  ψ(L0,t)=v(L0,t),  ω(L0,t)=w(L0,t),    (8)
k1(φx+ψ+lω)(L0,t)=k2(ux+v+lw)(L0,t),    (9)
λ1ψx(L0,t)=λ2vx(L0,t),    (10)
σ1(ωx-lφ)(L0,t)=σ2(wx-lu)(L0,t),    (11)

and supplemented with the initial conditions

φ(x,0)=φ0(x),  ψ(x,0)=ψ0(x),  ω(x,0)=ω0(x),    (12)
φt(x,0)=φ1(x),  ψt(x,0)=ψ1(x),  ωt(x,0)=ω1(x),    (13)
u(x,0)=u0(x),  v(x,0)=v0(x),  w(x,0)=w0(x),    (14)
ut(x,0)=u1(x),  vt(x,0)=v1(x),  wt(x,0)=w1(x).    (15)

One can observe patterns in the problem that appear to have physical meaning:

Qi(ξ,ζ,η)=ki(ξx+ζ+lη) are shear forces,Ni(ξ,ζ,η)=σi(ηx-lξ) are axial forces andMi(ξ,ζ,η)=λiζx are bending moments

for damped (i = 1) and undamped (i = 2) parts. Later we will use them to rewrite the problem in a compact and physically natural form.

This study is devoted to the well-posedness and long-time behavior of the system (1)–(15). Our main goal is to establish conditions under which the assumed amount of dissipation is sufficient to guarantee the existence of a global attractor.

The study is organized as follows: In Section 2, we represent functional spaces and pose the problem in an abstract form. In Section 3, we prove that the problem is well-posed and possesses strong solutions, provided nonlinearities, and initial data are smooth enough. Section 4 is devoted to the main result of the existence of a compact attractor. The nature of dissipation prevents us from proving dissipativity explicitly; thus, we show that the corresponding dynamical system is of gradient structure and asymptotically smooth. We establish the unique continuation property applying the Carleman estimate obtained in Ref. [3] to prove the gradient property. The compensated compactness approach is used to prove asymptotic smoothness. In Section 5, we show that solutions to (1)–(15) tend to solutions to a transmission problem for the Timoshenko beam when l → 0 and to solutions to a transmission problem for the Kirchhoff beam with rotational inertia when l → 0 and ki → ∞, as well as perform numerical modeling of these singular limits.

2 Preliminaries and abstract formulation

2.1 Spaces and notations

Let us denote

Φ1=(φ,ψ,ω),  Φ2=(u,v,w),  Φ=(Φ1,Φ2).

Thus, Φ is a six-dimensional vector of functions. Analogously,

Fj=(fj,gj,hj):33,  F=(F1,F2),Pj=(pj,qj,rj):[(0,L)×+]33,  P=(P1,P2),Rj=diag{ρj,βj,ρj},  R=diag{ρ1,β1,ρ1,ρ2,β2,ρ2} andΓ(Φt)=(0,γ(ψt),0,0,0,0),

where j = 1, 2. The static linear part of the equation system can be formally rewritten as

AΦ=(-xQ1(Φ1)-lN1(Φ1)-xM1(Φ1)+Q1(Φ1)-xN1(Φ1)+lQ1(Φ1)-xQ2(Φ2)-lN2(Φ2)-xM2(Φ2)+Q2(Φ2)-xN2(Φ2)+lQ2(Φ2)).    (16)

Then transmission conditions (8)–(11) can be written as follows:

Φ1(L0,t)=Φ2(L0,t),Q1(Φ1(L0,t))=Q2(Φ2(L0,t)),M1(Φ1(L0,t))=M2(Φ2(L0,t)),N1(Φ1(L0,t))=N2(Φ2(L0,t)).

Throughout the study, we use the notation ||·|| for the L2-norm of a function and (·, ·) for the L2-inner product. In these notations, we skip the domain on which functions are defined. We adopt the notation ||·||L2(Ω) only when the domain is not evident. We also use the same notations ||·|| and (·, ·) for [L2(Ω)]3.

To write our problem in an abstract form form, introduce the following spaces: For the velocities of the displacements, we use the space

Hv={Φ=(Φ1,Φ2):Φ1[L2(0,L0)]3,Φ2[L2(L0,L)]3}

with the norm

||Φ||Hv2=||Φ||v2=j=12||RjΦj||2,

which is equivalent to the standard L2-norm.

For the beam displacements, use the space

Hd={ΦHv:Φ1[H1(0,L0)]3,Φ2[H1(L0,L)]3,                        Φ1(0,t)=Φ2(L,t)=0,Φ1(L0,t)=Φ2(L0,t)}

with the norm

||Φ||Hd2=||Φ||d2=j=12(||Qj(Φj)||2+||Nj(Φj)||2+||Mj(Φj)||2).

This norm is equivalent to the standard H1-norm. Moreover, the equivalence constants can be chosen independent of l for l is small enough (see Ref. [4], Remark 2.1). If we set

Ψ(x)={Φ1(x),  x(0,L0),Φ2(x),  x[L0,L)

we see that there is an isomorphism between Hd and [H01(0,L)]3.

2.2 Abstract formulation

The operator A : D(A) ⊂ HvHv is defined by formula (16), where

D(A)={ΦHd:Φ1H2(0,L0),Φ2H2(L0,L),Q1(Φ1(L0,t))=Q2(Φ2(L0,t)),N1(Φ1(L0,t))=N2(Φ2(L0,t)),M1(Φ1(L0,t))=M2(Φ2(L0,t))}.

Arguing analogously to Lemmas 1.1-1.3 from Ref. [5], one can prove the following lemma.

Lemma 2.1. The operator A is positive and self-adjoint. Moreover,

(A1/2Φ,A1/2B)=1k1(Q1(Φ1),Q1(B1))+1σ1(N1(Φ1),N1(B1))                                +1λ1(M1(Φ1),M1(B1))                                +1k2(Q2(Φ2),Q2(B2))+1σ2(N2(Φ2),N2(B2))                                +1λ2(M2(Φ2),M2(B2))

and D(A1/2)=HdHv.

Thus, we can rewrite equations (1)–(6) in the form of

RΦtt+AΦ+Γ(Φt)+F(Φ)=P(x,t),    (17)

boundary conditions (7) in the form of

Φ1(0,t)=Φ2(L,t)=0,    (18)

and transmission conditions (8)–(11) can be written as

Φ1(L0,t)=Φ2(L0,t),    (19)
Q1(Φ1(L0,t))=Q2(Φ2(L0,t)),    (20)
M1(Φ1(L0,t))=M2(Φ2(L0,t)) and    (21)
N1(Φ1(L0,t))=N2(Φ2(L0,t)).    (22)

Initial conditions have the form

Φ(x,0)=Φ0(x) and   Φt(x,0)=Φ1(x).    (23)

We use H = Hd × Hv as a phase space.

3 Well-posedness

In this section, we study strong, generalized, and variational (weak) solutions to (17)–(23).

Definition 3.1. ΦC(0,T;Hd)C1(0,T;Hv) such that Φ(x, 0) = Φ0(x), Φt(x, 0) = Φ1(x) is said to be a strong solution to (17)–(23), if

• Φ(t) lies in D(A) for almost all t;

• Φ(t) is continuous function with values in Hd and ΦtL1(a, b; Hd) for 0 < a < b < T;

• Φt(t) is continuous function with values in Hv and ΦttL1(a, b; Hv) for 0 < a < b < T;

Equation (17) is satisfied for almost all t and

Definition 3.2. ΦC(0,T;Hd)C1(0,T;Hv) such that Φ(x, 0) = Φ0(x) and Φt(x, 0) = Φ1(x) are said to be a generalized solution to (17)–(23), if there exists a sequence of strong solutions Φ(n) to (17)–(23) with the initial data (Φ0(n),Φ1(n)) and right hand side P(n)(x, t) such that

limnmaxt[0,T](||Φ(n)(·,t)-Φ(·,t)||d+||Φt(n)(·,t)-Φt(·,t)||v)=0.

We also need a definition of a variational solution. We use six-dimensional vector functions B = (B1, B2), Bj = (βj, γj, δj) from the space

FT={BL2(0,T;Hd),BtL2(0,T;Hv),B(T)=0}

as test functions.

Definition 3.3. Φ is said to be a variational (weak) solution to (17)–(23) if

ΦL(0,T;Hd),ΦtL(0,T;Hv);

• satisfy the following variational equality for all BFT

-0T(RΦt,Bt)(t)dt-(RΦ1,B(0))+0T(A1/2Φ,A1/2B)(t)dt+0T(Γ(Φt),B)(t)dt+0T(F(Φ),B)(t)dt-0T(P,B)(t)dt=0;    (24)

• Φ(x, 0) = Φ0(x).

Now we state a well-posedness result for problems (17)–(23).

Theorem 3.4 (well-posedness). Let

fi,gi,hi:3 are locally Lipschitz, i.e.,|fi(a)-fi(b)|L(K)|a-b|,  provided|a|,|b|K;    (N1)
there exists Fi:3 such that (fi,hi,gi)=Fi;there exists δ>0 such that Fj(a)-δ for all a3;    (N2)
PL2(0,T;Hv);    (R1)

and the nonlinear dissipation satisfies

γC()and non-decreasing  γ(0)=0.    (D1)

Then for every initial data Φ0Hd, Φ1Hv, and time interval [0, T], there exists a unique generalized solution to (17)–(23) with the following properties:

• every generalized solution is variational;

• energy inequality

E(T)+0T(γ(ψt),ψt)dtE(0)+0T(P(t),Φt(t))dt    (25)

holds, where

E(t)=12[||R1/2Φt(t)||2+||A1/2Φ(t)||2]+0LF(Φ(x,t))dx

and

F(Φ(x,t))={F1(φ(x,t),ψ(x,t),ω(x,t)),  x(0,L0),F2(u(x,t),v(x,t),w(x,t)),  x(L0,L).

• If, additionally, Φ0D(A), Φ1Hd and

tP(x,t)L2(0,T;Hv)    (R2)

then the generalized solution is also strong and satisfies the energy equality.

Proof. The proof essentially uses the monotone operator theory. It is rather standard by now (see e.g., Ref. [6]), so in some parts, we give only references to corresponding arguments. However, we give some details that demonstrate the peculiarities of 1D problems.

Step 1. Abstract formulation. We need to reformulate problems (17)–(23) as first-order problems. Let us denote

U=(Φ,Φt),  U0=(Φ0,Φ1)H=Hd×Hv,
TU=(I00R-1)(0-IA0)U+(0Γ(Φt)).

Consequently, D(T)=D(A)×HdH. In the proof, we denote

B(U)=(I00R-1)(0F(Φ)),  P(x,t)=(0P(x,t)).

Thus, we can rewrite problem (17)–(23) in the form

Ut+TU+B(U)=P,  U(0)=U0H.

Step 2. Existence and uniqueness of a local solution. Here, we use Theorem 7.2 from Ref. [6]. For the reader's convenience, we formulate it below.

Theorem 3.5 (Ref. [6]). Consider the initial value problem

Ut+TU+B(U)=f,  U(0)=U0H.    (26)

Suppose that T:D(T)HH is a maximal monotone mapping, 0T0 and B:HH is locally Lipschitz, i.e., there exits L(K) > 0 such that

||B(U)-B(V)||HL(K)||U-V||H,  ||U||H,||V||HK.

If U0D(T), fW11(0,t;H) for all t > 0, then there exists tmax ≤ ∞ such that (26) has a unique strong solution U on (0, tmax).

If U0D(T)¯, fL1(0, t; H) for all t > 0, then there exists tmax ≤ ∞ such that (26) has a unique generalized solution U on (0, tmax).

In both cases

limttmax||U(t)||H=  provided  tmax<.

First, we need to check that T is a maximal monotone operator. Monotonicity is a direct consequence of Lemma 2.1 and (D1).

To prove T is maximal as an operator from H to H, we use Theorem 1.2 from Ref. [7, Ch. 2]. Thus, we need to prove that Range(I+T)=H, with I being the duality map from H to H. Let z = (Φz, Ψz) ∈ Hd × Hv. We need to find y=(Φy,Ψy)D(A)×Hd=D(T) such that

-Ψy+Φy=Φz,AΦy+Ψy+Γ(Ψy)=Ψz,

or, equivalently, find ΨyHd such that

M(Ψy)=12AΨy+12AΨy+Ψy+Γ(Ψy)=Ψz-AΦz=Θz

for an arbitrary ΘzHd=D(A1/2). Naturally, due to Lemma 2.1, A is a duality map between Hd and Hd, thus the operator M is onto if and only if 12AΨy+Ψy+Γ(Ψy) is maximal monotone as an operator from Hd to Hd. According to Corollary 1.1 from Ref. [7, Ch. 2], this operator is maximal monotone if 12A is maximal monotone (it follows from Lemma 2.1) and I + Γ(·) is monotone, bounded and hemicontinuous from Hd to Hd. The last statement is evident for the identity map; now let's prove it for Γ.

Monotonicity is evident here. Due to the continuity of the embedding H1(0,L0)C(0,L0) in 1D, every bounded set X in H1(0,L0) is bounded in C(0, L0) and thus, due to (D1), Γ(X) is bounded in C(0, L0) and, consequently, in L2(0,L0). To prove hemicontinuity, we take an arbitrary Φ = (φ, ψ, ω, u, v, w) ∈ Hd and an arbitrary Θ = (θ1, θ2, θ3, θ4, θ5, θ6) ∈ Hd and consider

(Γ(Ψy+tΦ),Θ)=0L0γ(ψy(x)+tψ(x))θ2(x)dx,

where Ψy = (φy, ψy, ωy, uy, vy, wy). Since ψy + → ψy, as t → 0 in H1(0,L0) and in C(0, L0), we obtain that γ(ψy(x)+(x)) → γ(ψy(x)) as t → 0 for every x ∈ [0, L0], and has an integrable bound from above due to (D1). This implies γ(ψy(x)+(x)) → γ(ψy(x)) in L1(0,L0) as t → 0. Since θ2H1(0,L0)L(0,L0),

(Γ(Ψy+tΦ),Θ)(Γ(Ψy),Θ),  t0.

Hemicontinuity is proved now.

Further, we need to prove that B is locally Lipschitz on H, i.e., F is locally Lipschitz from Hd to Hv. The embedding H1/2+ε(0, L) ⊂ C(0, L) and (N1) imply

|Fj(Φ~j(x))-Fj(Φ^j(x))|C(max(||Φ~||d,||Φ^||d))||Φ~j-Φ^j||1    (27)

for all x ∈ [0, L0], if j = 1 and for all x ∈ [L0, L], if j = 2. This, in turn, gives us the estimate

||F(Φ~)-F(Φ^)||vC(max(||Φ~||d,||Φ^||d))||Φ~-Φ^||d.

Thus, all the assumptions of Theorem 3.5 are satisfied and the existence of a local strong/generalized solution is proved.

Step 3. Energy inequality and global solutions. It can be verified by direct calculations, that strong solutions satisfy energy equality. Using the same arguments, as in the proof of Proposition 1.3 [8], and (D1) we can pass to the limit and prove (25) for generalized solutions.

Let us assume that a local generalized solution exists on a maximal interval (0, tmax), tmax < ∞. Then Equation (25) implies E(tmax)E(0). Since due to (N2)

c1||U(t)||HE(t)c2||U(t)||H,

we have ||U(tmax)||HC||U0||H. Thus, we arrive at a contradiction which implies tmax = ∞.

Step 4. The generalized solution is variational (weak). We formulate the following obvious estimate as a lemma for future use.

Lemma 3.6. Let (N1) hold and Φ~, Φ^ are two weak solutions to (17)–(23) with the initial conditions (Φ~0,Φ~1) and (Φ^0,Φ^1) respectively. Then the following estimate is valid for all x ∈ [0, L], t > 0 and ϵ ∈ [0, 1/2):

|Fj(Φ~j(x,t))-Fj(Φ^j(x,t))|C(max(||(Φ~0,Φ~1)||H,||(Φ^0,Φ^1)||H))||Φ~j(·,t)-Φ^j(·,t)||1-ϵ,  j=1,2.

Proof. The energy inequality and the embedding H1/2+ε(0, L) ⊂ C(0, L) imply that for every weak solution Φ

maxt[0,T],x[0,L]|Φ(x,t)|C(||Φ0||d,||Φ1||v).

Thus, using (N1) and (27), we prove the lemma.

Evidently, Equation (24) is valid for strong solutions. We can find a sequence of strong solutions Φ(n), which converges to a generalized solution Φ strongly in C(0, T; Hd), and Φt(n) converges to Φt strongly in C(0, T; Hv). Using Lemma 3.6, we can easily pass to the limit in nonlinear feedback terms in (24). Since the test function BL(0,T;Hd)L((0,T)×(0,L)), we can use the same arguments as in the proof of Proposition 1.6 [8] to pass to the limit in the nonlinear dissipation term. Namely, we can extract from Φt(n) a subsequence that converges to Φt almost everywhere and prove that it converges to Φt strongly in L1((0, T) × (0, L)).

Remark 1. In space dimension greater than one we do not have the embedding H1(Ω) ⊂ C(Ω), therefore we need to assume polynomial growth of the derivative of the nonlinearity to obtain estimates similar to Lemma 3.6.

4 Existence of attractors

In this section, we study the long -time behavior of solutions to problems (17)–(23) in the framework of dynamical systems theory. From Theorem 3.4, we have

Corollary 1. In addition to the conditions of Theorem 3.4, let P(x, t) = P(x). Then (17)–(23) generates a dynamical system (H, St) by using the formula

St(Φ0,Φ1)=(Φ(t),Φt(t)),

where Φ(t) is the weak solution to (17)–(23) with initial data (Φ0, Φ1).

To establish the existence of the attractor for this dynamical system, we use Theorem 4.8 below; thus, we need to prove the gradientness, the asymptotic smoothness, as well as the boundedness of the set of stationary points.

4.1 Gradient structure

In this subsection, we prove that the dynamical system generated by (17)–(23) possesses a specific structure, namely, a gradient under some additional conditions on the nonlinearities.

Definition 4.1 (Ref. [911]). Let YX be a positively invariant set of (X, St).

• a continuous functional L(y), defined on Y, is said to be a Lyapunov function of the dynamical system (X, St) on the set Y if a function tL(Sty) is non-increasing for any yY.

• the Lyapunov function L(y) is said to be strict on Y if the equality L(Sty) = L(y) for all t > 0 implies Sty = y for all t > 0;

• a dynamical system (X, St) is said to be gradient if it possesses a strict Lyapunov function on the whole phase space X.

The following result holds true:

Theorem 4.2. Let, additionally to the assumptions of Corollary 1, the following conditions hold

f1=g1=0,  h1(φ,ψ,ω)=h1(ψ),    (N3)
f2,g2,h2C1(3),    (N4)
γ(s)s>0   for all s0.    (D2)

Then the dynamical system (H, St) is gradient.

Proof. We use as a Lyapunov function

L(Φ(t))=L(t)=12(||R1/2Φt(t)||2+||A1/2Φ(t)||2)                 +0LF(Φ(x,t))dx+(P,Φ(t)).    (28)

Energy inequality (25) implies that L(t) is non-increasing. The equality L(t) = L(0), together with (D2) implies that ψt(t) ≡ 0 on [0, T]. We need to prove that Φ(t) ≡ const, which is equivalent to Φ(t + h)−Φ(t) = 0 for every h > 0. In this proof, we denote Φ(t+h)-Φ(t)=Φ¯(t)=(φ¯,ψ¯,ω¯,u¯,v¯,w¯)(t).

Step 1. Let us prove that Φ¯10. In this step, we use the distribution theory (see e.g., Ref. [12]) because some functions involved in computations are of too low smoothness. Let us set the test function B = (B1, 0) = (β1, γ1, δ1, 0, 0, 0). Then Φ¯(t) satisfies

-0T(R1Φ¯t1,Bt)(t)dt-(R1(Φt1(h)-Φ11),B1(0))+    0T[1k1(Q1(Φ¯1),Q1(B1))(t)dt+1σ1(N1(Φ¯1),N1(B1))(t)]+0T(h1(ψ(t+h))-h1(ψ(t)),γ1(t))dt=0.

The last term equals zero due to (N3) and ψ(t) ≡ const.

Setting in turn B = (0, γ1, 0, 0, 0, 0), B = (0, 0, δ1, 0, 0, 0), and B = (β1, 0, 0, 0, 0, 0) we obtain

φ¯x+lω¯=0 almost everywhere on (0,L0)×(0,T),    (29)
ρ1ω¯tt-lσ1(ω¯x-lφ¯)x=0 almost everywhere on (0,L0)×(0,T),    (30)
ρ1φ¯tt-σ1(ω¯x-lφ¯)=0in the sense of distributions on (0,L0)×(0,T).    (31)

Inequalities (29)–(31) imply

φ¯ttx=0,  ω¯tt=0  in the sense of distributions.

Similar to regular functions, if the partial derivative of a distribution equals zero, then the distribution “does not depend” on the corresponding variable (see Ref. [12, Ch. 7], Example 2), i.e.,

ω¯t=c1(x)×1(t)   in the sense of distributions.

However, Theorem 3.4 implies that ω¯t is a regular distribution; thus, we can treat the equality above as equality almost everywhere. Furthermore,

ω¯(x,t)=ω¯(x,0)+0tc1(x)dτ=ω¯(x,0)+tc1(x).

Since ||ω¯(·,t)||C for all t ∈ ℝ+, c1(x) must be zero. Thus,

ω¯(x,t)=c2(x),

which together with (29) implies

φ¯x=-lc2(x),φ¯(x,t)=φ¯(0,t)-l0xc2(y)dy=c3(x),φ¯tt=0.

The last equality, together with (29, 31), boundary conditions, (18) gives us that φ¯,ω¯ are solutions to the following Cauchy problem (concerning x):

ω¯x=lφ¯,φ¯x=-lω¯,ω¯(0,t)=φ¯(0,t)=0.

Consequently, ω¯φ¯0.

Step 2. Let us prove that uvw ≡ 0. Due to (N4), we can use the Taylor expansion of the difference F22(t + h))−F22(t)) and thus (u¯,v¯,w¯) satisfy on (0, T) × (L0, L)

ρ2u¯tt-k2u¯xx+gu(xΦ¯2,Φ¯2)+f2(ζ1,h(x,t))·Φ¯2=0,    (32)
β2v¯tt-λ2v¯xx+gv(xΦ¯2,Φ¯2)+h2(ζ2,h(x,t))·Φ¯2=0,    (33)
ρ2w¯tt-σ2w¯xx+gw(xΦ¯2,Φ¯2)+g2(ζ3,h(x,t))·Φ¯2=0    (34)
u¯(L0,t)=v¯(L0,t)=w¯(L0,t)=0,    (35)
u¯(L,t)=v¯(L,t)=w¯(L,t)=0,    (36)
k2(u¯x+v¯+lw¯)(L0,t)=0,    (37)
v¯x(L0,t)=0,   σ2(w¯x-lu¯)(L0,t)=0,    (38)
Φ¯2(x,0)=Φ2(x,h)-Φ02,  Φ¯t2(x,0)=Φt2(x,h)-Φ12,    (39)

where gu, gv, gw are linear combinations of ux, vx, wx, u, v, w with the constant coefficients, ζj,h(x, t) are 3D vector functions whose components lie between u(x, t + h) and u(x, t), v(x, t + h) and v(x, t), w(x, t + h) and w(x, t) respectively. Thus, we have a system of linear equations on (L0, L) with overdetermined boundary conditions. L2-regularity of ux, vx, wx on the boundary for solutions to a linear wave equation was established in Ref. [13], thus, boundary conditions (37, 38) make sense.

It is easy to generalize the Carleman estimate (Ref. [[3], Th. 8.1]), for the system of the wave equations.

Theorem 4.3 (Ref. [3]). For the solution to problems (32)–(39) the following estimate holds:

0T[|u¯x|2+|v¯x|2+|w¯x|2](L0,t)dtC(E(0)+E(T)),

where

E(t)=12(||u¯t(t)||2+||v¯t(t)||2+||w¯t(t)||2+||u¯x(t)||2      +||v¯x(t)||2+||w¯x(t)||2).

Therefore, if conditions (37, 38) hold true, then u¯=v¯=w¯=0. The theorem is proved.

4.2 Asymptotic smoothness

Definition 4.4 (Ref. [911]). A dynamical system (X, St) is said to be asymptotically smooth if, for any closed bounded set BX that is positively invariant (StBB), one can find a compact set K=K(B) that uniformly attracts B, i.e., sup{distX(Sty,K): yB}0 as t → ∞.

To prove the asymptotical smoothness of the system considered, we rely on the compactness criterion due to Ref. [14], which is recalled below in an abstract version formulated in [11].

Theorem 4.5. [11] Let (St, H) be a dynamical system on a complete metric space H endowed with a metric d. Assume that for any bounded positively invariant set B in H and for any ε > 0, there exists T = T(ε, B) such that

d(STy1,STy2)ε+Ψε,B,T(y1,y2),yiB,    (40)

where Ψε, B, T(y1, y2) is a function defined on B × B such that

lim infmlim infnΨε,B,T(yn,ym)=0

for every sequence ynB. Then (St, H) is an asymptotically smooth dynamical system.

To formulate the result on the asymptotic smoothness of the system considered, we need the following lemma:

Lemma 4.6. Let assumptions (D1) hold. Let moreover, there exists a positive constant M such that

γ(s1)-γ(s2)s1-s2M,  s1,s2,s1s2.    (D3)

Then, for any ε > 0, there exists Cε > 0 such that

|0L0(γ(ξ1)-γ(ξ2))ζdx|ε||ζ||2+Cε0L0(γ(ξ1)-γ(ξ2))(ξ1-ξ2)dx

for any ξ1,ξ2,ζL2(0,L0).

The proof is similar to that given in Ref. [11, Th.5.5].

Theorem 4.7. Let assumptions of Theorem 3.4, (D3), and

mγ(s1)-γ(s2)s1-s2,  s1,s2,s1s2    (D4)

with m > 0 hold. Moreover,

k1=σ1    (41)
ρ1k1=β1λ1.    (42)

Then the dynamical system (H, St) generated by problems (1)–(11) is asymptotically smooth.

Proof. In this proof, we perform all the calculations for strong solutions and then pass to the limit in the final estimate to justify it for weak solutions. Let us consider strong solutions Û(t)=(Φ^(t),Φ^t(t)) and Ũ(t)=(Φ~(t),Φ~t(t)) to the problem (1)–(11) with initial conditions Û0=(Φ^0,Φ^1) and Ũ0=(Φ~0,Φ~1) lying in a ball, i.e., there exists an R > 0 such that

||Ũ0||H+||Û0||HR

denote U(t) = Ũ(t)−Û(t) and U0 = Ũ0 − Û0. Obviously, U(t) is a weak solution to the problem

ρ1φtt-k1(φx+ψ+lω)x-lσ1(ωx-lφ)+f1(φ~,ψ~,ω~)-f1(φ^,ψ^,ω^)=0    (43)
β1ψtt-λ1ψxx+k1(φx+ψ+lω)+γ(ψ~t)-γ(ψ^t)+h1(φ~,ψ~,ω~)-h1(φ^,ψ^,ω^)=0    (44)
ρ1ωtt-σ1(ωx-lφ)x+lk1(φx+ψ+lω)+g1(φ~,ψ~,ω~)-g1(φ^,ψ^,ω^)=0    (45)
ρ2utt-k2(ux+v+lw)x-lσ2(wx-lu)+f2(ũ,,w~)-f2(û,v^,ŵ)=0    (46)
β2vtt-λ2vxx+k2(ux+v+lw)+h2(ũ,,w~)-h2(û,v^,ŵ)=0,    (47)
ρ2wtt-σ2(wx-lu)x+lk2(ux+v+lw)+g2(ũ,,w~)-g2(û,v^,ŵ)=0    (48)

with boundary conditions (7, 811) and the initial conditions U(0) = Ũ0 − Û0. It is easy to see by the energy argument that

E(U(T))+tT0L0(γ(ψ~s)-γ(ψ^s))ψsdxds=E(U(t))+tTH(Û(s),Ũ(s))ds,    (49)

where

H(Û(t),Ũ(t))=0L0(f1(φ^,ψ^,ω^)-f1(φ~,ψ~,ω~))φtdx                        +0L0(h1(φ^,ψ^,ω^)-h1(φ~,ψ~,ω~))ψtdx                        +0L0(g1(φ^,ψ^,ω^)-g1(φ~,ψ~,ω~))ωtdx                        +L0L(f2(û,v^,ŵ)-f2(ũ,,w~))utdx                        +L0L(h2(û,v^,ŵ)-h2(ũ,,w~))vtdx                        +L0L(g2(û,v^,ŵ)-g2(ũ,,w~))wtdx,

and

E(t)=E1(t)+E2(t),

here

E1(t)=ρ10L0ωt2dxdt+ρ10L0φt2dxdt+β10L0ψt2dx           +σ10L0(ωx-lφ)2dx+           +k10L0(φx+ψ+lω)2dx+λ10L0ψx2dx

and

E2(t)=ρ20L0wt2dxdt+ρ20L0ut2dxdt+β20L0vt2dx           +σ20L0(wx-lu)2dx+           +k20L0(ux+v+lw)2dx+λ20L0vx2dx.

Integrating in (49) over the interval (0, T) we come to

TE(U(T))+0TtT0L0(γ(ψ~s)-γ(ψ^s))ψsdxdsdt=0TE(U(t))dt+0TtTH(Û(s),Ũ(s))dsdt.    (50)

Now we estimate the first term on the right-hand side of Equation (50). In what follows, we present formal estimates that can be performed on strong solutions.

Step 1. We multiply Equation (45) by ω and x·ωx and sum up the results. After integration by parts for t, we obtain

ρ10T0L0ωtxωtxdxdt+ρ10T0L0ωt2dxdt    +σ10T0L0(ωx-lφ)xxωxdxdt+σ10T0L0(ωx-lφ)xωdxdt-k1l0T0L0(φx+ψ+lω)xωxdxdt-k1l0T0L0(φx+ψ+lω)ωdxdt           -0T0L0(g1(φ~,ψ~,ω~)-g1(φ^,ψ^,ω^))(xωx+ω)dxdt           =ρ10L0ωt(x,T)xωx(x,T)dx+ρ10L0ωt(x,T)ω(x,T)dx
-ρ10L0ωt(x,0)xωx(x,0)dx-ρ10L0ωt(x,0)ω(x,0)dx.    (51)

Integrating by parts to x we get

ρ10T0L0ωtxωtxdxdt=-ρ120T0L0ωt2dxdt+ρ1L020Tωt2(L0,t)dt    (52)

and

    σ10T0L0(ωx-lφ)xxωxdxdt-k1l0T0L0(φx+ψ+lω)xωxdxdt
=σ10T0L0(ωx-lφ)xx(ωx-lφ)dxdt+σ1l0T0L0(ωx-lφ)xxφdxdt
    -k1l0T0L0(φx+ψ+lω)xωxdxdt=-σ120T0L0(ωx-lφ)2dxdt
           +σ1L020T(ωx-lφ)2(L0,t)dt-σ1l0T0L0(ωx-lφ)φdxdt
-2σ1l0T0L0(ωx-lφ)x(φx+ψ+lω)dxdt
           +σ1l0T0L0(ωx-lφ)x(ψ+lω)dxdt-σ1lL00T(ωx-lφ)(L0,t)φ(L0,t)dt-k1l20T0L0(φx+ψ+lω)xφdxdt.    (53)

Analogously,

σ10T0L0(ωx-lφ)xωdxdt=-σ10T0L0(ωx-lφ)2dxdt+σ10T(ωx-lφ)(L0,t)ω(L0,t)dt-lσ10T0L0(ωx-lφ)φdxdt.    (54)

It follows from Lemma 3.6, energy relation (25), and property (N2) that

0T0L0|g1(φ~,ψ~,ω~)-g1(φ^,ψ^,ω^)|2dxdtC(R,T)maxt[0,T]||Φ(·,t)||H1-ϵ2,0<ϵ<1/2.

Therefore, for every ε > 0

|0T0L0(g1(φ~,ψ~,ω~)-g1(φ^,ψ^,ω^))(xωx+ω)dxdt|ε0T||ωx-lφ||2dt+C(ε,R,T)lot,    (55)

where we use the notation

   lot=maxt[0,T](φ(·,t)H1ϵ2+ψ(·,t)H1ϵ2+ω(·,t)H1ϵ2+u(·,t)H1ϵ2+v(·,t)H1ϵ2+w(·,t)H1ϵ2),0<ϵ<1/2.

Similar estimates hold for nonlinearities g2, fi, hi, i = 1, 2.

We note that for any ηH1(0,L0) [or analogously, ηH1(L0,L)]

η(L0)sup(0,L0)|η|C||η||H1-ϵ,  0<ϵ<1/2.

Since due to (41)

    2σ1l|0T0L0(ωx-lφ)x(φx+ψ+lω)dxdt|σ1160T0L0(ωx-lφ)2dxdt+16k1l2L020T0L0(φx+ψ+lω)2dxdt,

the following estimate can be obtained from (51)–(55)

    ρ120T0L0ωt2dxdt+ρ1L020Tωt2(L0,t)dt+13σ1L080T(ωx-lφ)2(L0,t)dt           13σ180T0L0(ωx-lφ)2dxdt+17k1l2L020T0L0(φx+ψ+lω)2dxdt+C(R,T)lot+C(E(0)+E(T)),    (56)

where C > 0.

Step 2. Multiplying equation (45) by ω and (xL0)·ωx and arguing as above, we come to the estimate (57)

ρ120T0L0ωt2dxdt+13σ1L080T(ωx-lφ)2(0,t)dt13σ180T0L0(ωx-lφ)2dxdt+17k1l2L020T0L0(φx+ψ+lω)2dxdt+C(R,T)lot+C(E(0)+E(T)).    (57)

Summing up estimates (56) and (58) and multiplying the result by ½ we get

    ρ120T0L0ωt2dxdt+ρ1L040Tωt2(L0,t)dt    +3σ1L0160T(ωx-lφ)2(L0,t)dt+3σ1L0160T(ωx-lφ)2(0,t)dt13σ180T0L0(ωx-lφ)2dxdt+17k1l2L020T0L0(φx+ψ+lω)2dxdt+C(R,T)lot+C(E(0)+E(T)).    (58)

Step 3. Next, we multiply Equation (43) by -1l(ωx-lφ), equation (45) by 1lφx, summing up the results and integrating by parts with respect to t we arrive at

ρ1l0T0L0φt(ωtxlφt)dxdt+k1l0T0L0(φx+ψ+lω)x(ωxlφ)dxdt                    +σ10T0L0(ωxlφ)2dxdt1l0T0L0(f1(φ˜,ψ˜,ω˜)                    f1(φ^,ψ^,ω^))(ωxlφ)dxdt+ρ1l0T0L0ωtφtxdxdt
+σ1l0T0L0(ωx-lφ)xφxdxdt-k10T0L0(φx+ψ+lω)φxdxdt-0T0L0(g1(φ~,ψ~,ω~)-g1(φ^,ψ^,ω^))φxdxdt=ρ1l0L0φt(x,T)(ωx-lφ)(x,T)dx-ρ1l0L0φt(x,0)(ωx-lφ)(x,0)dx+ρ1l0L0ωt(x,T)φx(x,T)dx-ρ1l0L0ωt(x,0)φx(x,0)dx.    (59)

Integrating by parts with respect to x we obtain

|ρ1l0T0L0φtωtxdxdt+ρ1l0T0L0ωtφtxdxdt|=|ρ1l0Tφt(L0,t)ωt(L0,t)dt|ρ1L080Tωt2(L0,t)dt+2ρ1l2L00Tφt2(L0,t)dt.    (60)

Taking into account (41) we get

k1l0T0L0(φx+ψ+lω)x(ωx-lφ)dxdt+σ1l0T0L0(ωx-lφ)xφxdxdt=k1l0T(φx+ψ+lω)(L0,t)(ωx-lφ)(L0,t)dt-k1l0T(φx+ψ+lω)(0,t)(ωx-lφ)(0,t)dt+k1l0T0L0ψx(ωx-lφ)dxdt+σ10T0L0(ωx-lφ)2dxdt+σ1l0T0L0(ωx-lφ)φdxdt.    (61)

Using the estimates

|k1l0T(φx+ψ+lω)(L0,t)(ωx-lφ)(L0,t)dt|4k1l2L00T(φx+ψ+lω)2(L0,t)dt+σ1L0160T(ωx-lφ)2(L0,t)dt,|k1l0T0L0ψx(ωx-lφ)dxdt|4k1l20T0L0ψx2dxdt+σ1160T0L0(ωx-lφ)2dxdt

and (59)–(61) we infer

15σ180T0L0(ωx-lφ)2dxdtρ10T0L0φt2dxdt+2k10T0L0(φx+ψ+lω)2dxdt+4k1l20T0L0ψx2dxdt+4k1l2L00T(φx+ψ+lω)2(L0,t)dt+σ1L080T(ωx-lφ)2(L0,t)dt+4k1l2L00T(φx+ψ+lω)2(0,t)dt+σ1L080T(ωx-lφ)2(0,t)dtρ1L080Tωt2(L0,t)dt+2ρ1l2L00Tφt2(L0,t)dt+C(R,T)lot+C(E(0)+E(T)).    (62)

Adding (62) to (58) we obtain

σ140T0L0(ωx-lφ)2dxdt+ρ120T0L0ωt2dxdt+ρ1L080Tωt2(0,t)dt+σ1L0160T(ωx-lφ)2(L0,t)dt+σ1L0160T(ωx-lφ)2(L0,t)dtρ10T0L0φt2dxdt+k1(2+17l2L02)0T0L0(φx+ψ+lω)2dxdt+4k1l2L00T(φx+ψ+lω)2(L0,t)dt+4k1l2L00T(φx+ψ+lω)2(0,t)dt+4k1l20T0L0ψx2dxdt+2ρ1l2L00Tφt2(L0,t)dt+C(R,T)lot+C(E(0)+E(T)).    (63)

Step 4. Now, we multiply Equation (43) by -16l2L02xφx and -16l2L02(x-L0)φx and sum up the results. After integration by parts with respect to t we get

16ρ1l2L020T0L0φtxφtxdxdt+16ρ1l2L020T0L0φt(x-L0)φtxdxdt+16k1l2L020T0L0(φx+ψ+lω)xxφxdxdt+16k1l2L020T0L0(φx+ψ+lω)x(x-L0)φxdxdt+16σ1lL020T0L0(ωx-lφ)xφxdxdt+16σ1lL020T0L0(ωx-lφ)(x-L0)φxdxdt
-16l2L020T0L0(f1(φ~,ψ~,ω~)-f1(φ^,ψ^,ω^))(2x-L0)φxdxdt=16ρ1l2L020L0φt(x,T)(2x-L0)φx(x,T)dx-16ρ1l2L020L0φt(x,T)(2x-L0)φx(x,T)dx.    (64)

It is easy to see that

16ρ1l2L020T0L0φtxφtxdxdt+16ρ1l2L020T0L0φt(x-L0)φtxdxdt=-16ρ1l2L020T0L0φt2dxdt+8ρ1l2L00Tφt2(L0,t)dt    (65)

and

16k1l2L020T0L0(φx+ψ+lω)xxφxdxdt+16k1l2L020T0L0(φx+ψ+lω)x(x-L0)φxdxdt=-16k1l2L020T0L0(φx+ψ+lω)2dxdt+8k1l2L00T(φx+ψ+lω)2(0,t)dt+8k1l2L00T(φx+ψ+lω)2(L0,t)dt-16k1l2L020T0L0(φx+ψ+lω)xx(ψ+lω)dxdt-16k1l2L020T0L0(φx+ψ+lω)x(x-L0)(ψ+lω)dxdt=-16k1l2L020T0L0(φx+ψ+lω)2dxdt+8k1l2L00T(φx+ψ+lω)2(0,t)dt+8k1l2L00T(φx+ψ+lω)2(L0,t)dt-16k1l2L00T(φx+ψ+lω)(L0,t)(ψ+lω)(L0,t)dt+32k1l2L020T0L0(φx+ψ+lω)(ψ+lω)dxdt++16k1lL020T0L0(φx+ψ+lω)(2x-L0)(ωx-lφ)dxdt+16k1l2L020T0L0(φx+ψ+lω)(2x-L0)ψxdxdt+16k1L020T0L0(φx+ψ+lω)(2x-L0)φdxdt.    (66)

Moreover,

16σ1lL020T0L0(ωx-lφ)xφxdxdt+16σ1lL020T0L0(ωx-lφ)(x-L0)φxdxdt=16σ1lL020T0L0(ωx-lφ)(2x-L0)(φx+ψ+lω)dxdt   -16σ1lL020T0L0(ωx-lφ)(2x-L0)(ψ+lω)dxdt.    (67)

Collecting (64)–(67) and using the estimates

|32k1lL020T0L0(φx+ψ+lω)(2x-L0)(ωx-lφ)dxdt|σ180T0L0(ωx-lφ)2dxdt+2046k1l2L020T0L0(φx+ψ+lω)2dxdt

and

|16k1l2L020T0L0(φx+ψ+lω)(2x-L0)ψxdxdt|k1l20T0L0ψx2dxdt+64k1l2L020T0L0(φx+ψ+lω)2dxdt

we come to

7k1l2L00T(φx+ψ+lω)2(L0,t)dt+7k1l2L00T(φx+ψ+lω)2(0,t)dt+8ρ1l2L00Tφt2(L0,t)dt16ρ1l2L020T0L0φt2dxdt+2150k1l2L020T0L0(φx+ψ+lω)2dxdt+k1l20T0L0ψx2dxdt+3σ1160T0L0(ωx-lφ)2dxdt+C(R,T)lot+C(E(0)+E(T)).    (68)

Adding (68) to (63) we arrive at

σ1160T0L0(ωx-lφ)2dxdt+ρ120T0L0ωt2dxdt+ρ1L080Tωt2(L0,t)dt+σ1L0160T(ωx-lφ)2(L0,t)dt+σ1L0160T(ωx-lφ)2(0,t)dt+3k1l2L00T(φx+ψ+lω)2(L0,t)dt+3k1l2L00T(φx+ψ+lω)2(0,t)dt+6ρ1l2L00Tφt2(L0,t)dtρ1(1+16l2L02)0T0L0φt2dxdt+k1(2+17l2L02+2150l2L02)0T0L0(φx+ψ+lω)2dxdt+5k1l20T0L0ψx2dxdt+C(R,T)lot+C(E(0)+E(T)).    (69)

Step 5. Next, we multiply Equation (43) by -(1+18l2L02)φ and integrate by parts with respect to t

ρ1(1+18l2L02)0T0L0φt2dxdt+k1(1+18l2L02)0T0L0(φx+ψ+lω)xφdxdt+lσ1(1+18l2L02)0T0L0(ωx-lφ)φdxdt-(1+18l2L02)0T0L0(f1(φ~,ψ~,ω~)-f1(φ^,ψ^,ω^))φdxdt=ρ1(1+18l2L02)0L0(φt(x,T)φ(x,T)-φt(x,0)φ(x,0))dx.

Since

k1(1+18l2L02)0T0L0(φx+ψ+lω)xφdxdt=-k1(1+18l2L02)0T0L0(φx+ψ+lω)2dxdt+k1(1+18l2L02)0T(φx+ψ+lω)(L0,t)φ(L0,t)dt+k1(1+18l2L02)0T(φx+ψ+lω)(ψ+lω)dxdt

we obtain the estimate

ρ1(1+17l2L02)0T0L0φt2dxdtk1(2+18l2L02)0T0L0(φx+ψ+lω)2dxdt+k1l2L00T(φx+ψ+lω)2(L0,t)dt+σ1320T0L0(ωx-lφ)2dxdt+C(R,T)lot+C(E(0)+E(T)).    (70)

Summing up (69) and (70) we get

σ1320T0L0(ωx-lφ)2dxdt+ρ120T0L0ωt2dxdt+ρ1L080Tωt2(L0,t)dt+σ1L0160T(ωx-lφ)2(L0,t)dt+σ1L0160T(ωx-lφ)2(0,t)dt+2k1l2L00T(φx+ψ+lω)2(L0,t)dt+2k1l2L00T(φx+ψ+lω)2(0,t)dt+6ρ1l2L00Tφt2(L0,t)dt+1l2L020T0L0φt2dxdtk1(4+17l2L02+2200l2L02)0T(φx+ψ+lω)2dxdt+6k1l20T0L0ψx2dxdt+C(R,T)lot+C(E(0)+E(T)).    (71)

Step 6. Next we multiply Equation (44) by C1x + ψ + ) and equation (43) by C1β1ρ1ψx, where C1=2(6+17l2L02+2200l2L02). Then we sum up the results and integrate them into parts concerning t. Taking into account (41, 42), we come to

-β1C10T0L0φtψtxdxdt-λ1C10T0L0(φx+ψ+lω)xψxdxdt-lC1λ10T0L0(ωx-lφ)ψxdxdt+C1β1ρ10T0L0(f1(φ~,ψ~,ω~)-f1(φ^,ψ^,ω^))ψxdxdt-β1C10T0L0ψt(φxt+ψt+lωt)dxdt-λ1C10T0L0ψxx(φx+ψ+lω)dxdt+k1C10T0L0(φx+ψ+lω)2dxdt+C10T0L0(γ(ψ~t)-γ(ψ^t))(φx+ψ+lω)dxdt+C10T0L0(h1(φ~,ψ~,ω~)-h1(φ^,ψ^,ω^))(φx+ψ+lω)dxdt=β1C10L0φt(x,0)ψx(x,0)dx-β1C10L0φt(x,T)ψx(x,T)dx+β1C10L0ψt(x,0)(φx+ψ+lω)(x,0)dx-β1C10L0ψt(x,T)(φx+ψ+lω)(x,T)dx.    (72)

Integrating by parts with respect to x we get

|β1C10T0L0φtψtxdxdt+β1C10T0L0ψt(φxt+lωt)dxdt||β1C10Tφt(L0,t)ψt(L0,t)dt+β1C1l0T0L0ψtωtdxdt|ρ1l2L00Tφt2(L0,t)dt+β12C12l2L04ρ10Tψt2(L0,t)dt+ρ140T0L0ωt2dxdt+β12C12l2ρ10T0L0ψt2dxdt    (73)

and

|λ1C10T0L0(φx+ψ+lω)xψxdxdt+λ1C10T0L0ψxx(φx+ψ+lω)dxdt|=|λ1C10T(φx+ψ+lω)(L0,t)ψx(L0,t)dt-λ1C10T(φx+ψ+lω)(0,t)ψx(0,t)dt|k1l2L00T(φx+ψ+lω)2(L0,t)dt+k1l2L00T(φx+ψ+lω)2(0,t)dt+l2L0λ12C124k10Tψx2(L0,t)dt+l2L0λ12C124k10Tψx2(0,t)dt.    (74)

Moreover,

|lC1λ10T0L0(ωx-lφ)ψxdxdt|σ1640T0L0(ωx-lφ)2dxdt+16l2C12λ12σ10T0L0ψx2dxdt.    (75)

It follows from Lemma 4.6 with ε=k1C14

    |C10T0L0(γ(ψ~t)-γ(ψ^t))(φx+ψ+lω)dxdt|k1C140T0L0(φx+ψ+lω)2dxdt+C0T0L0(γ(ψ~t)-γ(ψ^t))ψtdxdt    (76)

Consequently, by collecting (72)–(76), we obtain

C1k120T0L0(φx+ψ+lω)2dxdtσ1640T0L0(ωx-lφ)2dxdt+20l2C12λ12σ10T0L0ψx2dxdt+C1(β1+β12l2ρ1)0T0L0ψt2dxdt+k1l2L00T(φx+ψ+lω)2(L0,t)dt+k1l2L00T(φx+ψ+lω)2(0,t)dt +l2L0λ12C124k10Tψx2(L0,t)dt+l2L0λ12C124k10Tψx2(0,t)dt+ρ1l2L00Tφt2(L0,t)dt+β12C12l2L04ρ10Tψt2(L0,t)dt+ρ140T0L0ωt2dxdt+C0T0L0(γ(ψ~t)-γ(ψ^t))ψtdxdt+C(R,T)lot+C(E(0)+E(T)).    (77)

Combining (77) with (71), we get

σ1640T0L0(ωx-lφ)2dxdt+ρ140T0L0ωt2dxdt+ρ1L080Tωt2(L0,t)dt+σ1L0160T(ωx-lφ)2(L0,t)dt+σ1L0160T(ωx-lφ)2(0,t)dt+k1l2L00T(φx+ψ+lω)2(L0,t)dt+k1l2L00T(φx+ψ+lω)2(0,t)dt+5ρ1l2L00Tφt2(L0,t)dt+1l2L020T0L0φt2dxdt+2k10T0L0(φx+ψ+lω)2dxdt(6k1l2+20l2C12λ12σ1)0T0L0ψx2dxdt+C1(β1+β12l2ρ1)0T0L0ψt2dxdt+l2L0λ12C124k10Tψx2(L0,t)dt+l2L0λ12C124k10Tψx2(0,t)dt+β12C12l2L040Tψt2(L0,t)dt+C0T0L0(γ(ψ~t)-γ(ψ^t))ψtdxdt+C(R,T)lot+C(E(0)+E(T)).    (78)

Step 7. Our next step is to multiply Equation (44) by −C2xC2(xL0x, where C2=l2λ1C12k1. After integration by parts with respect to t, we obtain

β1C20T0L0ψtxψxtdxdt+β1C20T0L0ψt(x-L0)ψxtdxdt+λ1C20T0L0ψxxxψxdxdt+λ1C20T0L0ψxx(x-L0)ψxdxdt-k1C20T0L0(φx+ψ+lω)(2x-L0)ψxdxdt-C20T0L0(γ(ψ~t)-γ(ψ^t))(2x-L0)ψxdxdt+0T0L0(h1(φ~,ψ~,ω~)-h1(φ^,ψ^,ω^))(2x-L0)ψxdxdt=β1C20L0ψt(x,T)(2x-L0)ψx(x,T)dx-β1C20L0ψt(x,0)(2x-L0)ψx(x,0)dx.    (79)

After integration by parts for x, we get

β1C20T0L0ψtxψxtdxdt+β1C20T0L0ψt(x-L0)ψxtdxdt=-β1C20T0L0ψt2dxdt+β1C2L020Tψt2(L0,t)dt    (80)

and

λ1C20T0L0ψxxxψxdxdt+λ1C20T0L0ψxx(x-L0)ψxdxdt=λ1C2L020Tψx2(L0,t)dt+λ1C2L020Tψx2(0,t)dt-λ1C20T0L0ψx2dxdt.    (81)

Furthermore,

|k1C20T0L0(φx+ψ+lω)(2x-L0)ψxdxdt|k10T0L0(φx+ψ+lω)2dxdt+k1C22L0240T0L0ψx2dxdt.    (82)

By Lemma 4.6 with ε=k1C22L024 we have

|C20T0L0ψt(2x-L0)ψxdxdt|k1C22L0240T0L0ψx2dxdt+C0T0L0(γ(ψ~t)-γ(ψ^t))ψtdxdt.    (83)

As a result of (79)–(83) we obtain the estimate

β1C2L020Tψt2(L0,t)dt+λ1C2L020Tψx2(L0,t)dt+λ1C2L020Tψx2(0,t)dtk10T0L0(φx+ψ+lω)2dxdt+(k1C22L02+λ1C2)0T0L0ψx2dxdt+β1C20T0L0ψt2dxdt+C0T0L0(γ(ψ~t)-γ(ψ^t))ψtdxdt+C(R,T)lot+C(E(0)+E(T)).    (84)

Summing up (78) and (84) and using (42) we infer

σ1640T0L0(ωx-lφ)2dxdt+ρ140T0L0ωt2dxdt+ρ1L080Tωt2(L0,t)dt+σ1L0160T(ωx-lφ)2(L0,t)dt+σ1L0160T(ωx-lφ)2(0,t)dt+k1l2L00T(φx+ψ+lω)2(L0,t)dt+k1l2L00T(φx+ψ+lω)2(0,t)dt+5ρ1l2L00Tφt2(L0,t)dt+1l2L020T0L0φt2dxdt+k10T0L0(φx+ψ+lω)2dxdtl2L0λ12C124k10Tψx2(L0,t)dt+l2L0λ12C124k10Tψx2(0,t)dt+β12C12l2L04ρ10Tψt2(L0,t)dt(6k1l2+20l2C12λ12σ1+λ1C2+k1C22L02)0T0L0ψx2dxdt+((C1+C2)β1+C1β12l2ρ1)0T0L0ψt2dxdt+C0T0L0(γ(ψ~t)-γ(ψ^t))ψtdxdt+C(R,T)lot+C(E(0)+E(T)).    (85)

Step 8. Now we multiply Equation (44) by C3ψ, where C3=2λ1(6k1l2+20l2C12λ12σ1+λ1C2+k1C22L02) and integrate by parts with respect to t (86)

  C3β10T0L0ψt2dxdtλ1C30T0L0ψxxψdxdt             +k1C30T0L0(φx+ψ+lω)ψdxdt  +C30T0L0(γ(ψ˜t)γ(ψ^t))ψdxdt+C30T0L0(h1(φ˜,ψ˜,ω˜)             h1(φ^,ψ^,ω^))ψdxdt=C3β10L0ψt(x,0)ψ(x,0)dxC3β10L0ψt(x,T)ψ(x,T)dx    (86)

After integration by parts, we infer the estimate

λ1C30T0L0ψx2dxdtk120T(φx+ψ+lω)2dxdt+C3β10T0L0ψt2dxdt+l2L0λ12C128k10Tψx2(L0,t)dt+C0T0L0(γ(ψ~t)-γ(ψ^t))ψtdxdt+C(R,T)lot+C(E(0)+E(T)).    (87)

Combining (87) with (85), we obtain

σ1640T0L0(ωx-lφ)2dxdt+ρ140T0L0ωt2dxdt+ρ1L080Tωt2(L0,t)dt+σ1L0160T(ωx-lφ)2(L0,t)dt+σ1L0160T(ωx-lφ)2(0,t)dt+k1l2L00T(φx+ψ+lω)2(L0,t)dt+k1l2L00T(φx+ψ+lω)2(0,t)dt+5ρ1l2L00Tφt2(L0,t)dt+1l2L020T0L0φt2dxdt+k120T0L0(φx+ψ+lω)2dxdtl2L0λ12C128k10Tψx2(L0,t)dt+l2L0λ12C124k10Tψx2(0,t)dt+β12C12l2L04ρ10Tψt2(L0,t)dt+(6k1l2+20l2C12λ12σ1+λ1C2+k1C22L02)0T0L0ψx2dxdt((C1+C2)β1+C1β12l2ρ1+C3β1)0T0L0ψt2dxdt+C0T0L0(γ(ψ~t)-γ(ψ^t))ψtdxdt+C(R,T)lot+C(E(0)+E(T)).    (88)

Step 9. Consequently, it follows from (88) and assumption (D4) for any l > 0 where there exist constants Mi, i={1,3}¯ (depending on l) such that

0TE1(t)dt+0TB1(t)dtM10T0L0(γ(ψ~t)-γ(ψ^t))ψtdxdt+M2(R,T)lot+M3(E(T)+E(0)),

where (89)

B1(t)=0T(ωx-lφ)2(L0,t)dt+0T(φx+ψ+lω)2(L0,t)dt+0Tψx2(L0,t)dt+0Tωt2(L0,t)dt+0Tψt2(L0,t)dt+0Tφt2(L0,t)dt.    (89)

Step 10. Finally, we multiply Equation (46) by (xL)ux, Equation (47) by (xL)vx, and (48) by (xL)wx. Summing up the results and integrating by parts with respect to t, we arrive at

ρ20TL0Lut(xL)utxdxdtk20TL0L(ux+v+lw)x(xL)uxdxdtlσ20TL0L(wxlu)(xL)uxdxdt+0TL0L(f2(u˜,v˜,w˜)f2(u^,v^,w^))(xL)uxdxdt β20TL0Lvt(xL)vxtdxdtλ20TL0Lvxx(xL)vxdxdt+k20TL0L(ux+v+lw)(xL)vxdxdt+0TL0L(h2(u˜,v˜,w˜)                        h2(u^,v^,w^))(xL)vxdxdtρ20TL0Lwt(xL)wxtdxdtσ20TL0L(wxlu)x(xL)wxdxdt+lk20TL0L(ux+v+lw)(xL)wxdxdt+0TL0L(g2(u˜,v˜,w˜)g2(u^,v^,w^))(xL)wxdxdt=-ρ2L0L(x-L)((utux)(x,T)-(utux)(x,0))dx-β2L0L(x-L)((vtvx)(x,T)-(vtvx)(x,0))dx-ρ2L0L(x-L)((wtwx)(x,T)-(wtwx)(x,0))dx.    (90)

After integration by parts to x, we infer

-ρ20TL0Lut(x-L)utxdx-β20TL0Lvt(x-L)vxtdxdt-ρ20TL0Lwt(x-L)wxtdxdt=ρ220TL0Lut2dx+β220TL0Lvt2dxdt+ρ220TL0Lwt2dxdt-ρ2(L-L0)20Tut2(L0)dt-β2(L-L0)20Tvt2(L0)dt-ρ2(L-L0)20Twt2(L0)dt    (91)

and

-k20TL0L(ux+v+lw)x(x-L)uxdxdt-lσ20TL0L(wx-lu)(x-L)uxdxdt-λ20TL0Lvxx(x-L)vxdxdt+k20TL0L(ux+v+lw)(x-L)vxdxdt-σ20TL0L(wx-lu)x(x-L)wxdxdt+lk20TL0L(ux+v+lw)(x-L)wxdxdt=-k20TL0L(ux+v+lw)x(x-L)(ux+v+lw)dxdt-σ20TL0L(wx-lu)x(x-L)(wx-lu)dxdt-λ20TL0Lvxx(x-L)vxdxdt-lσ2(L-L0)0T(wx-lu)(L0)u(L0)dt+k2(L-L0)0T(ux+v+lw)(L0)v(L0)dt+lk2(L-L0)0T(ux+v+lw)(L0)w(L0)dt=-k2(L-L0)20T(ux+v+lw)2(L0)dt+k220TL0L(ux+v+lw)2dxdt+σ220TL0L(wx-lu)2dxdt-σ2(L-L0)20T(wx-lu)2(L0)dt+λ220TL0Lvx2dxdt-λ2(L-L0)20Tvx2(L0)dt-lσ2(L-L0)0T(wx-lu)(L0)u(L0)dt+k2(L-L0)0T(ux+v+lw)(L0)v(L0)dt+lk2(L-L0)0T(ux+v+lw)(L0)w(L0)dt.    (92)

Consequently, it follows from (90)–(92) that for any l > 0, there exist constants M4, M5, M6 > 0 such that

0TE2(t)dtM40TB2(t)dt+M5(R,T)lot+M6(E(T)+E(0)),

where

B2(t)=0T(wx-lu)2(L0,t)dt+0T(ux+v+lw)2(L0,t)dt+0Tvx2(L0,t)dt+0Twt2(L0,t)dt+0Tvt2(L0,t)dt+0Tut2(L0,t)dt.

Then, due to conditions (8)–(11), there exist δ, M7, M8 > 0 (depending on l), such that

0TE(t)dtδ0T0L0(γ(ψ~t)-γ(ψ^t))ψtdxdt+M7(R,T)lot+M8(E(T)+E(0)).    (93)

It follows from (49) that there exists C > 0 such that

0T0L0(γ(ψ~t)-γ(ψ^t))ψtdxdtC(E(0)+0T|H(Û(t),Ũ(t))|dt).    (94)

By Lemma 3.6 we have that for any ε > 0 there exists C(ε, R) > 0 such that

0T|H(Û(t),Ũ(t))|dtε0T0L0E(t)dxdt+C(ε,R,T)lot.    (95)

Combining (95) with (94), we arrive at

0T0L0(γ(ψ~t)-γ(ψ^t))ψtdxdtCE(0)+C(R,T)lot.    (96)

Substituting (96) into (93), we obtain

0TE(t)dtC(R,T)lot+C(E(T)+E(0))    (97)

for some C, C(R, T) > 0.

Our remaining task is to estimate the last term in (50).

|0TtTH(Û(s),Ũ(s))dsdt|0TE(t)dt+T3C(R)lot.    (98)

Then, it follows from (50, 98) that

TE(T)C0TE(t)dt+C(T,R)lot.    (99)

Then the combination of (99) with (97) leads to

TE(T)C(R,T)lot+C(E(T)+E(0)).

Choosing T large enough one can obtain an estimate (40) which together with Theorem 4.5 immediately leads to the asymptotic smoothness of the system.

4.3 Existence of attractors

The following statement collects criteria on the existence and properties of attractors to gradient systems.

Theorem 4.8 (Ref. [10, 11]). Assume that (H, St) is a gradient asymptotically smooth dynamical system. Assume its Lyapunov function L(y) is bounded from above on any bounded subset of H and the set WR={y:L(y)R} is bounded for every R. If the set N of stationary points of (H, St) is bounded, then (St, H) possesses a compact global attractor. Moreover, the global attractor consists of full trajectories γ = {U(t):t ∈ ℝ} such that

limt-distH(U(t),N)=0  and  limt+distH(U(t),N)=0    (100)

and

limt+distH(Stx,N)=0   for anyxH;    (101)

i.e., any trajectory stabilizes to the set N of stationary points.

Now we state the result of the existence of an attractor.

Theorem 4.9. Let the assumptions of Theorems 4.2 and 4.7, hold true. Moreover,

lim inf|s|h1(s)s>0,F2(u,v,w)(u,v,w)-a1F2(u,v,w)-a2,   ai0.    (N5)

Then, the dynamical system (H, St) generated by (1)–(11) possesses a compact global attractor 𝔄 possessing properties (100) and (101).

Proof. In view of Theorems 4.2, 4.7, 4.8, our remaining task is to show the boundedness of the set of stationary points and the set WR = {Z:L(Z) ≤ R}, where L is given by (28).

The second statement follows immediately from the structure of function L and property (N5).

The first statement can be easily shown by energy-like estimates for stationary solutions, taking into account (N5).

5 Singular limits on finite time intervals

5.1 Singular limit l → 0

Let the nonlinearities fj, hj, gj be such that

f1(φ,ψ,ω)=f1(φ,ψ),    h1(φ,ψ,ω)=h1(φ,ψ),g1(φ,ψ,ω)=g1(ω),f2(u,v,w)=f2(u,v),    h2(u,v,w)=h2(u,v),g2(u,v,w)=g2(w).    (N6)

If we formally set l = 0 in (17)–(23), we obtain the contact problem for a straight Timoshenko beam

ρ1φtt-k1(φx+ψ)x+f1(φ,ψ)=p1(x,t),(x,t)(0,L0)×(0,T),    (102)
β1ψtt-λ1ψxx+k1(φx+ψ)+γ(ψt)+h1(φ,ψ)=r1(x,t),(x,t)(0,L0)×(0,T),    (103)
ρ2utt-k2(ux+v)x+f2(u,v)=p2(x,t),(x,t)(L0,L)×(0,T),    (104)
β2vtt-λ2vxx+k2(ux+v)+h2(u,v)=r2(x,t),(x,t)(L0,L)×(0,T),    (105)
φ(0,t)=ψ(0,t)=0,  u(L,t)=v(L,t)=0,    (106)
φ(L0,t)=u(L0,t),  ψ(L0,t)=v(L0,t),    (107)
k1(φx+ψ)(L0,t)=k2(ux+v)(L0,t),λ1ψx(L0,t)=λ2vx(L0,t),    (108)

and an independent contact problem for wave equations

ρ1ωtt-σ1ωxx+g1(ω)=q1(x,t),  (x,t)(0,L0)×(0,T),    (109)
ρ2wtt-σ2wxx+g2(w)=q2(x,t),  (x,t)(L0,L)×(0,T),    (110)
σ1ωx(L0,t)=σ2wx(L0,t),  ω(L0,t)=w(L0,t),    (111)
w(L,t)=0,  ω(0,t)=0.    (112)

The following theorem states that solutions to (17)–(23) when l → 0, are close in an appropriate sense to the solution of decoupled system (102)–(112).

Theorem 5.1. Assume that the conditions of Theorem 3.4, (D3), (N6) hold. Let Φ(l) be the solution to (17)–(23) with the fixed l and the initial data

Φ(x,0)=(φ0,ψ0,ω0,u0,v0,w0)(x),Φt(x,0)=(φ1,ψ1,ω1,u1,v1,w1)(x).

Then for every T > 0

Φ(l)*(φ,ψ,ω,u,v,w)                             in L(0,T;Hd) as l0,Φt(l)*(φt,ψt,ωt,ut,vt,wt)               in L(0,T;Hv) as l0,

where (φ, ψ, u, v) is the solution to (102)–(108) with the initial conditions

(φ,ψ,u,v)(x,0)=(φ0,ψ0,u0,v0)(x),(φt,ψt,ut,vt)(x,0)=(φ1,ψ1,u1,v1)(x),

and (ω, w) is the solution to (109)–(112) with the initial conditions

(ω,w)(x,0)=(ω0,w0)(x),  (ωt,wt)(x,0)=(ω1,w1)(x).

The proof is similar to that of Theorem 3.1 in Ref. [4] for the homogeneous Bresse beam with obvious changes, except for the limit transition in the nonlinear dissipation term. For future use, we formulate it as a lemma.

Lemma 5.2. Let (D3) hold. Then

0T0L0γ(ψ(l)(x,t))γ1(x,t)dxdt0T0L0γ(ψ(x,t))γ1(x,t)dxdt  asl0

for every γ1L2(0,T;H1(0,L0)).

Proof. Since (D1) and (D3) hold |γ(s)| ≤ Ms, therefore

||γ(ψ(l))||L(0,T;L2(0,L0))C(||ψ(l)||L(0,T;L2(0,L0))).

Thus, due to Lemmas 2.1 and 3.6, the sequence

RΦtt(l)=AΦ(l)+Γ(Φt(l))+F(Φ(l))+P

is bounded in L(0, T; H−1(0, L)) and we can extract a subsequence form Φtt(l), that converges *-weakly in L(0, T; H−1(0, L)). Thus,

Φt(l)Φt  strongly inL2(0,T;H-ε(0,L)),ε>0.

Consequently,

|0T0L0(γ(ψ(l)(x,t))-γ(ψ(x,t)))γ1(x,t)dxdt|C(L)0T0L0|ψ(l)(x,t)-ψ(x,t)||γ1(x,t)|dxdt0.

We perform numerical modeling for the original problem with l = 1, 1/3, 1/10, 1/30, 1/100, 1/300, 1/1, 000, and the limiting problem (l = 0) with the following values of constants: ρ1 = ρ2 = 1, β1 = β2 = 2, σ1 = 4, σ2 = 2,λ1 = 8, λ2 = 4, L = 10, L0 = 4, and the right-hand side

p1(x)=sinx,    r1(x)=x,            q1(x)=sinx,    (113)
p2(x)=cosx,    r2(x)=x+1,    q2(x)=cosx.    (114)

In this subsection, we consider the nonlinearities with the potential

𝔽1(φ,ψ,ω)=|φ+ψ|4-|φ+ψ|2+|φψ|2+|ω|3,𝔽2(u,v,w)=|u+v|4-|u+v|2+|uv|2+|w|3.

Consequently, the nonlinearities have the form

f1(φ,ψ,ω)=4(φ+ψ)3-2(φ+ψ)+2φψ2,f2(u,v,w)=4(u+v)3-2(u+v)+2uv2,h1(φ,ψ,ω)=4(φ+ψ)3-2(φ+ψ)+2φ2ψ,h2(u,v,w)=4(u+v)3-2(u+v)+2u2v,g1(φ,ψ,ω)=3|ω|ω,g2(u,v,w)=3|w|w.

For modeling, we choose the following dissipation (globally Lipschitz)

γ(s)={1100s3,|s|10,10s,|s|>10.

and the following initial data:

φ(x,0)=-316x2+34x,u(x,0)=0,ψ(x,0)=-112x2+712x,v(x,0)=-16x+53,ω(x,0)=116x2-14x,w(x,0)=-112x2+76x-103,φt(x,0)=x4,ut(x,0)=-16(x-10),ψt(x,0)=x4,vt(x,0)=-16(x-10),ωt(x,0)=x4,wt(x,0)=-16(x-10).

Figures 27 show the behavior of solutions when l → 0 for the chosen cross-sections of the beam.

Figure 2
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Figure 2. Transversal displacement of the beam, cross-section x = 2.

Figure 3
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Figure 3. Transversal displacement of the beam, cross-section x = 6.

Figure 4
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Figure 4. Shear angle variation of the beam, cross-section x = 2.

Figure 5
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Figure 5. Shear angle variation of the beam, cross-section x = 6.

Figure 6
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Figure 6. Longitudinal displacement of the beam, cross-section x = 2.

Figure 7
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Figure 7. Longitudinal displacement of the beam, cross-section x = 6.

5.2 Singular limit ki → ∞, l → 0

The singular limit for the straight Timoshenko beam (l = 0) as ki → +∞ is the Euler–Bernoulli beam equation in Ref. [15, Ch. 4]. We have a similar result for the Bresse composite beam when ki → ∞, and l → 0.

Theorem 5.3. Let the conditions of Theorem 3.4, (N6), and (D3) hold.

We also let the following assumptions be satisfied

(φ0,u0){φ0H2(0,L0),u0H2(L0,L),φ0(0)=u0(L)=0,                      xϕ0(0)=xu0(L)=0,xφ0(L0,t)=xu0(L0,t)};    (I1)
ψ0=xφ0,   v0=xu0;    (I2)
(φ1,u1){φ1H1(0,L0),   u1H1(L0,L),  φ1(0)=u1(L)=0,φ1(L0,t)=u1(L0,t)};    (I3)
ω0=w0=0;    (I4)
h1,h2C1(2);    (N6)
r1L(0,T;H1(0,L0)),      r2L(0,T;H1(L0,L)),               r1(L0,t)=r2(L0,t)      for allmost all t>0.    (R3)

Let kj(n), l(n) → 0 as n → ∞, and Φ(n) be the solutions to (17)–(23) with the fixed kj(n),l(n) and the same initial data

Φ(x,0)=(φ0,ψ0,ω0,u0,v0,w0)(x),Φt(x,0)=(φ1,ψ1,ω1,u1,v1,w1).

Then for every T > 0

Φ(n)*(φ,ψ,ω,u,v,w)                 in L(0,T;Hd) as n,Φt(n)*(φt,ψt,ωt,ut,vt,wt)   in L(0,T;Hv) as n,

where

• (φ, u) is the solution to

ρ1φtt-β1φttxx+λ1φxxxx-γ(-φtx)φtxx+xh1(φ,-φx)+f1(φ,-φx)=p1(x,t)+xr1(x,t),  (x,t)(0,L0)×(0,T),    (115)
ρ2utt-β2uttxx+λ2uxxxx+xh2(u,-ux)+f2(u,-ux)=p2(x,t)+xr2(x,t),  (x,t)(L0,L)×(0,T),    (116)
φ(0,t)=φx(0,t)=0,u(L,t)=ux(L,t)=0,    (117)
φ(L0,t)=u(L0,t),φx(L0,t)=ux(L0,t),    (118)
λ1φxx(L0,t)=λ2uxx(L0,t),    (119)
λ1φxxx(L0,t)β1φttx(L0,t)+h1(φ(L0,t),φx(L0,t))+γ(φtx(L0,t))=λ2uxxx(L0,t)β2uttx(L0,t)+h2(u(L0,t),ux(L0,t)),    (120)

with the initial conditions

(φ,u)(x,0)=(φ0,u0)(x),  (φt,ut)(x,0)=(φ1,u1)(x).

• ψ = −φx, v = −ux;

• (ω, w) is the solution to

ρ1ωtt-σ1ωxx+g1(ω)=q1(x,t),  (x,t)(0,L0)×(0,T),    (121)
ρ2wtt-σ2wxx+g2(w)=q2(x,t),  (x,t)(L0,L)×(0,T),    (122)
ω(0,t)=0,w(L,t)=0,    (123)
σ1ωx(L0,t)=σ2wx(L0,t),ω(L0,t)=w(L0,t)    (124)

with the initial conditions

(ω,w)(x,0)=(0,0),  (ωt,wt)(x,0)=(ω1,w1)(x).

Proof. The proof uses the idea from Ref. [15, Ch. 4.3] and differs from it mainly in transmission conditions. We skip the details of the proof, which coincides with Ref. [15].

Energy inequality (25) implies (125)

t(φ(n),ψ(n),ω(n),u(n),v(n),w(n))              bounded in L(0,T;Hv),    (125)
ψ(n)                   bounded in L(0,T;H1(0,L0)),    (126)
v(n)                           bounded in L(0,T;H1(L0,L))    (127)
ωx(n)-l(n)φ(n)                 bounded in L(0,T;L2(0,L0)),    (128)
wx(n)-l(n)u(n)                 bounded in L(0,T;L2(L0,L)),    (129)
k1(n)(φx(n)+ψ(n)+l(n)ω(n))                  bounded in L(0,T;L2(0,L0)),    (130)
k2(n)(ux(n)+v(n)+l(n)w(n))                bounded in L(0,T;L2(L0,L)),    (131)

Thus, we can extract subsequences that converge in corresponding spaces *-weak. Similarly to Ref. [15] we have

φx(n)+ψ(n)+l(n)ω(n)*0    in  L(0,T;L2(0,L0)),

therefore

φx=-ψ.

Analogously,

ux=-v.

Equations (126)–(131) imply

ω(n)*ω    in  L(0,T;H1(0,L0)),w(n)*w    in  L(0,T;H1(L0,L)),    (132)
φ(n)*φ    in  L(0,T;H1(0,L0)),u(n)*u  in  L(0,T;H1(L0,L)).    (133)

Thus, the Aubin's lemma gives that

Φ(n)Φ strongly in C(0,T;[H1ε(0,L0)]3×[H1ε(L0,L)]3)    (134)

for every ε > 0 and then

xφ0+ψ0+l(n)ω00  strongly in H-ε(0,L0),

This implies that

xφ0=-ψ0,  ω0=0.

Analogously,

xu0=-v0,  w0=0.

Let us take a test function of the form B=(β1,-βx1,0,β2,-βx2,0)FT such that βx1(L0,t)=βx2(L0,t) for almost all t. Due to (132)–(134) and Lemma 5.2 we can pass to the limit in variational equality (24) as n → ∞. In the same way as in Ref. [15, Ch. 4.3] we obtain, that limiting functions φ, u are of higher regularity and satisfy the following variational equality

0T0L0(ρ1φtβt1-β1φtxβtx1)dxdt+0TL0L(ρ2utβt2-β1utxβtx2)dxdt-0L0(ρ1(φtβt1)(x,0)-β1(φtxβtx1)(x,0))dx+L0L(ρ2(utβt2)(x,0)-β1(utxβtx2)(x,0))dx+0T0L0λ1φxxβxx1dxdt+0TL0Lλ2uxxβxx2dxdt-0T0L0γ(-φxt)φtxxβ1dxdt+0T0L0(f1(φ,-φx)β1-h1(φ,-φx)βx1)dxdt+0TL0L(f2(u,-ux)β2-h2(u,-ux)βx2)dxdt=0T0L0(p1β1-r1βx1)dxdt+0TL0L(p2β2-r2βx2)dxdt.    (135)

Provided φ and u are smooth enough, we can integrate (135) by parts concerning x and t and obtain

0T0L0(ρ1-β1xx)φttβ1dxdt+0TL0L(ρ2-β2xx)uttβ2dxdt+0T[β1φttx(t,L0)-β2uttx(t,L0)]β1(t,L0)dt+0T0L0λ1φxxxxβ1dxdt+0TL0Lλ2uxxxxβ2dxdt+0T[λ1φxx-λ2uxx](t,L0)βx1(t,L0)dt-0T[λ1φxxx-λ2uxxx](t,L0)β1(t,L0)dt-0T0L0γ(-φxt)φxxtβ1dxdt-0Tγ(-φxt(L0,t))β1(L0,t)+0T0L0(f1(φ,-φx)+xh1(φ,-φx))β1dxdt+0TL0L(f2(u,-ux)+xh2(u,-ux))β2dxdt+0T(h2(u(L0,t),-ux(L0,T))-h1(φ(L0,t),-φx(L0,T)))β1(L0,t)dt=0T0L0(p1+xr1)β1dxdt+0TL0L(p2+xr2)β2dxdt+0T[r2(t,L0)-r1(t,L0)]β1(t,L0)dt.    (136)

Requiring all the terms containing β1(L0,t), βx1(L0,t) to be zero, we get transmission conditions (119)–(116). Equations (115 and 116) are recovered from the variational equality (136). Problem (121)–(124) can be obtained in the same way.

We perform numerical modeling for the original problem with the initial parameters

l(1)=1,k1(1)=4,k2(1)=1.

We model the simultaneous convergence l → 0 and k1, and k2 → ∞ in the following way: we divide l by the factor χ and multiply k1, k2 by the factor χ. Calculations were performed for the original problem with

χ=1,χ=3,χ=10,χ=30,χ=100,χ=300,

and the limiting problem (115)–(120). The other constants in the original problem are the same as in the previous subsection, and we change functions in the right-hand side (113, 114) as follows:

r1(x)=x+4,r2(x)=2x.

The nonlinear feedbacks are

f1(φ,ψ,ω)=4φ3-2φ,f2(u,v,w)=4u3-8u,h1(φ,ψ,ω)=0,h2(u,v,w)=0,g1(φ,ψ,ω)=3|ω|ω,g2(u,v,w)=6|w|w.

We use linear dissipation γ(s) = s, and we chose the following initial displacement and shear angle variation:

φ0(x)=-13640x4+640x2-2340x2,
u0(x)=412160x4-68135x3+823180x2-43927x+52027.
ψ0(x)=-(-13160x3+2740x2-2320x),
v0(x)=-(41540x3-6845x2+82390x-43927).

and set

ω0(x)=w0(x)=0.

We choose the following initial velocities

φ1(x)=-132x3+316x2,  u1(x)=1108x3-736x2+109x-2527,
ω1(x)=ψ1(x)=35x,
w1(x)=v1(x)=-25x+4.

The double limit case appeared to be more challenging from the point of view of numerics than the case l → 0. The numerical simulations of the coupled system in equations (1)–(7), including the interface conditions in (8)–(11), were done by a semi-discrete of the functions ϕ, ψ, ω, u, v, w with respect to the position x and by using an explicit scheme for the time integration. That allows the choice of discretized values at grid points near the interface in a separate step so that they obey the transmission conditions. It was necessary to solve a nonlinear system of equations for the six functions at three grid points (at the interface, and left and right of the interface) in each time step. Any attempt to use a fully implicit numerical scheme led to extremely time-expensive computations due to the large nonlinear system's overall discretized values which were to be solved in each time step. On the other hand, increasing k1 and k2 increases the stiffness of the system of ordinary differential equations, which results from the semidiscretization, and the CFL conditions require small time steps; otherwise, numerical oscillations occur. Figures 813 present smoothed numerical solutions, which were particularly necessary for large factors χ, e.g., χ = 300. When the parameters k1 and k2 are large, the material of the beam gets stiff, and so does the discretized system of differential equations. Nevertheless, the oscillations are still noticeable in the graph. By the way, the observation that the factor χ cannot be arbitrarily enlarged underlines the importance of having the limit problem for χ → ∞ in (1)-(15).

Figure 8
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Figure 8. Transversal displacement of the beam, cross-section x = 2.

Figure 9
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Figure 9. Transversal displacement of the beam, cross-section x = 6.

Figure 10
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Figure 10. Shear angle variation of the beam, cross-section x = 2.

Figure 11
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Figure 11. Shear angle variation of the beam, cross-section x = 6.

Figure 12
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Figure 12. Longitudinal displacement of the beam, cross-section x = 2.

Figure 13
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Figure 13. Longitudinal displacement of the beam, cross-section x = 6.

6 Discussion

The classical Kirchhoff model of elasticity is based on the hypothesis that the shear angle ψ can be represented as ψ = −∂xφ, where ϕ is the transverse displacement of the beam. In this case, the beam is initially straight and nonshearable. The Bresse model describes the dynamics of an initially curved beam and takes into consideration shear effects (for details, see, e.g., Ref. [2]). In real-world applications, it is important to investigate networks of elastic objects with different elastic properties and contact conditions, such as spacecraft structures, trusses, robot arms, antennae, etc. In the present study, we evaluate the dynamics of two Bresse beams with rigid contact and, moreover, show that if the curvature l tends to zero, solutions to the Bresse transmission problem lean to be the solutions of two problems. The longitudinal displacements in this case incline to be the solutions to a transmission problem for a wave equation, and the transversal displacements and shear angles be the to solutions to the Timoshenko problem, describing the dynamics of a straight shearable beam. In the case of a double limit, if curvature l tends to zero and shear moduli k1, and k2 tend to infinity, the longitudinal displacements, in this case, tend to be the solutions of a transmission problem for a wave equation, and the transversal displacements to solutions of a transmission Kirchhoff problem with rotational inertia. We illustrate these effects by means of numerical modeling. These results show that in cases of small initial curvature and large shear moduli, shear effects can be neglected and the dynamics can be described by the well-known Kirchhoff model. Figures show that the speed of convergence to the limit model in the case of a single limit l → 0 is higher than in the case of a double limit l → 0, ki → ∞, when not only the geometric configuration but also the elastic properties of the beam change.

There are many studies devoted to long-time behavior of linear homogeneous Bresse beams (with various boundary conditions and dissipation natures). If damping is present in all three equations, it appears to be sufficient for the exponential stability of the system without additional assumptions on the parameters of the problems (see, e.g., Ref. [1618]).

The situation is different if we have a dissipation of any kind in two or one equation only. First of all, it matters in which equations the dissipation acts. There are results on the Timoshenko beams (see Ref. [19]) and the Bresse beams (see Ref. [20]) showing that damping in only one of the equations does not guarantee the exponential stability of the whole system. It seems that for the Bresse system, the presence of dissipation in the shear angle equation is necessary for stability of any kind. To get exponential stability, one needs additional assumptions on the coefficients of the problem, usually the equality of the propagation speeds:

k1=σ1,  ρ1k1=β1λ1

Otherwise, only polynomial (non-uniform) stability holds (see e.g., Ref. [21] for mechanical dissipation and Ref. [20] for thermal dissipation). In Ref. [22] analogous results are established in the case of nonlinear damping.

If dissipation is present in all three equations of the Bresse system, corresponding problems with nonlinear source forces of a local nature possess global attractors under the standard assumptions for nonlinear terms (see e.g., [4]). Otherwise, nonlinear source forces create technical difficulties and may cause instability in the system. To the best of our knowledge, there is no literature on such cases.

The damping force is a function of the system's velocity. In the linear case, it is standard linear viscous damping; however, in some mechanical systems, for instance, nonlinear suspension and isolation systems (see e.g., Ref. [23] Section 2d), the damping force can be nonlinear. Therefore, we consider a general nonlinear damping term and find assumptions under which the problem is well-posed and possesses a compact global attractor. In this case, linear damping is a particular case of the damping considered.

The presence of nonlinear feedback complicates the structure the of attractors. The homogeneous problem without nonlinear feedbacks is exponentially stable, and its trajectories stabilize to zero for infinite time. Nonlinear problems usually have more complex limiting regimes. In this case, the attractor consists of full trajectories stabilizing the set of stationary points, which can consist of multiple points.

In this study, we investigate a transmission problem for the Bresse system.

Transmission problems for various equation types have already had some history of investigation. One can find many research concerning their well-posedness, long-time behavior, and other aspects (see e.g., Ref. [24] for a nonlinear thermoelastic/isothermal plate, Ref. [25] for the Kirchhoff/Timoshenko beam, and Ref. [26] for the full von Karman beam). Problems with localized damping are close to transmission problems. In recent years a number of such problems for the Bresse beams have been studied, e.g., Ref. [4, 22]. To prove the existence of attractors in this case, a unique continuation property is an important tool, as well as the frequency method.

The only interpretation we know on a transmission problem for the Bresse system is Ref. [27]. The beam in this work consists of thermoelastic (damped) and elastic (undamped) parts, both purely linear. Despite the presence of dissipation in all three equations for the damped part, the corresponding semigroup is not exponentially stable for any set of parameters but only polynomially (non-uniformly) stable. In contrast to Ref. [27], we consider mechanical damping only in the equation for the shear angle for the damped part. However, we can establish exponential stability for the linear problem and the existence of an attractor for the nonlinear one under restrictions on the coefficients in the damped part only. The assumption on the nonlinearities can be simplified in the 1D case (cf. e.g., Ref. [28]).

Data availability statement

The original contributions presented in the study are included in the article/supplementary material, further inquiries can be directed to the corresponding author.

Author contributions

TF: Methodology, Investigation, Formal analysis, Data curation, Conceptualization, Writing – review & editing, Writing – original draft. DL: Writing – review & editing, Writing – original draft, Visualization, Software, Methodology, Investigation, Data curation, Conceptualization. IR: Formal analysis, Methodology, Investigation, Data curation, Conceptualization, Writing – review & editing, Writing – original draft.

Funding

The author(s) declare financial support was received for the research, authorship, and/or publication of this article. The research was supported by the Volkswagen Foundation project “From Modeling and Analysis to Approximation”. TF and IR were also successively supported by the Volkswagen Foundation project “Dynamic Phenomena in Elasticity Problems” at Humboldt-Universität zu Berlin, Funding for Refugee Scholars and Scientists from Ukraine.

Conflict of interest

The authors declare that the research was conducted in the absence of any commercial or financial relationships that could be construed as a potential conflict of interest.

Publisher's note

All claims expressed in this article are solely those of the authors and do not necessarily represent those of their affiliated organizations, or those of the publisher, the editors and the reviewers. Any product that may be evaluated in this article, or claim that may be made by its manufacturer, is not guaranteed or endorsed by the publisher.

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Keywords: Bresse beam, transmission problem, global attractor, singular limit, PDE

Citation: Fastovska T, Langemann D and Ryzhkova I (2024) Qualitative properties of solutions to a nonlinear transmission problem for an elastic Bresse beam. Front. Appl. Math. Stat. 10:1418656. doi: 10.3389/fams.2024.1418656

Received: 16 April 2024; Accepted: 02 July 2024;
Published: 24 July 2024.

Edited by:

Federico Guarracino, University of Naples Federico II, Italy

Reviewed by:

Soh Edwin Mukiawa, University of Hafr Al Batin, Saudi Arabia
Nicolò Vaiana, University of Naples Federico II, Italy

Copyright © 2024 Fastovska, Langemann and Ryzhkova. This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) and the copyright owner(s) are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.

*Correspondence: Iryna Ryzhkova, iryonok@gmail.com

Disclaimer: All claims expressed in this article are solely those of the authors and do not necessarily represent those of their affiliated organizations, or those of the publisher, the editors and the reviewers. Any product that may be evaluated in this article or claim that may be made by its manufacturer is not guaranteed or endorsed by the publisher.