Abstract
This paper aims to study the well-posedness and the stability of two thermoelastic systems. The derivation of the first system is based on a classical coupling between the mechanical equations of Timoshenko and the thermal effects which are based on the conductivity of Fourier’s law. Whereas, the second system is derivable through a thermal coupling on the shear force. Furthermore, the damping of Kelvin–Voigt type is simultaneously presented in both the shear stress and the bending moment for the two systems.
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1 Introduction
The study of Kelvin–Voigt materials with viscoelastic structures has been the subject of study for many researchers, in this regard, we can refer to the basic works [8, 16] through which it was explained that the damping structure of these materials depends on the combination of elasticity and viscosity. In another context, by considering the mechanical models under presence of an effective thermal conductivity, e.g., see papers [4, 5] and the references therein, we note that the thermal effects at the level of the elastic structure may plays an important role in stabilizing the previous materials. In addition, looking at the papers [2, 18], the authors used different types of dissipation, but did not present the Kelvin–Voigt type. Therefore, the present work will address this gap by studying the coupled hyperbolic-parabolic system to achieve stability results regarding the dissipation efficiency of Kelvin–Voigt in both thermoelastic type. More precisely, in this paper, on the one hand, we study Timoshenko system with thermal effects that are effective on the bending moment, the system is given as follows
subject to the Dirichlet boundary conditions for u and \(\theta \)
and in addition to Neumann boundary condition for \(\varphi \)
On the other hand, we will study the Timoshenko system with thermal effects acting on shear force, the system is given as follows
subject to the Dirichlet boundary conditions for \(\varphi \) and \(\theta \)
in addition to Neumann boundary condition for u
The unknown functions
represents the transverse displacement, the angle of rotation and the relative temperature of the beam respectively. \( \rho _{1}, \rho _{2}, \rho _{3}, k, b, \gamma _{3}, \gamma _{1}\) and \(\gamma _{2}\) are strictly positive fixed constants, \(\beta \) is coupling coefficient.
The both systems (1.1) and (1.4) are complemented with the following initial conditions
Models derivation
We note that, we can derivate our systems by considering the following evolution equations of thermoelastic Timoshenko model, for the model representation see [20].
where t is the time, x is the distance along the center line of the beam structure, u is the transverse displacement, and \(\varphi \) is the rotation of the neutral axis due to bending. Here, \(\rho _{1}=\rho A\) and \(\rho _{2}=\rho I,\) where \(\rho \) is the density, A is the cross-sectional area, and I is the second moment of area of the cross-sectional area. When the stress–strain constitutive law is of Kelvin–Voigt type [11], we can adopt the following two coupling:
First coupling that produce system (1.1)
The Timoshenko system with thermoelastic dissipation, effective in the bending moment equation is given as follows
Second coupling that produce system (1.4)
The Thermoelastic Timoshenko system acting on shear force is given as follows
In systems (1.9) and (1.10) the temperature \(\theta \) following the Fourier law [7] is given as follows
where the flux is obtained by
Finally, by substituting system (1.9) in the system (1.8) and using equation (1.11)\(_{1},\) we obtain system (1.1) . Similarly, by substituting system (1.10) in the system (1.8) and using equation (1.11)\(_{2},\) we obtain system (1.4) .
Earlier results
Malacarne and Rivera [11] studied the Timoshenko system [20] with the viscoelastic dissipative mechanism of Kelvin–Voigt type. Consequently, they found a new results related to the solution behavior for system
To be more precise, the authors proved that the semigroup is analytical if and only if the viscoelastic damping is present at the same time in the shear stress and in the bending moment, i.e., \(\gamma _{1}, \gamma _{2}>0.\) Otherwise, the corresponding semigroup is not exponentially stable even for equal wave speeds. The final result showed that the polynomial rate of decay is \(t^{-1/2}\). In addition, Liu and Zhang [9] studied the stability and regularity of solution for the system (1.13).
In [19], Tian and Zhang considered a Timoshenko system with local Kelvin–Voigt damping modeled by the following system
where
are continuous functions. They proved by using method based on frequency analysis that the system energy decays exponentially or polynomially where the decay rate depends on the properties of the material coefficient functions (1.15), for more detail, see references [1, 6, 12, 14,15,16].
In the same context but in case of a porous-elastic system with Kelvin–Voigt damping, Almeida and Ramos [17] proposed the following system
where, the variables u and \(\phi \) represent the displacement of a solid elastic material and the volume fraction. On the one hand, they showed that the semigroup associated with the system (1.16) under both Dirichlet–Dirichlet and Dirichlet–Neumann boundary conditions is founded analytic and consequently exponentially stable. On the other hand, they proved that the system (1.16) with Dirichlet–Neumann boundary conditions has lack of exponential decay for the case
Moreover, they proved the same result in the case of Timoshenko’s model, i.e., if
In view of the previous works in which there is a total absence of thermal effects in the systems, we decided to study the Timoshenko system in two different states imposed by the thermal effects. Hence, in this work we have proved some results about the well-posedness of solutions and we showed the energy decay of the studied problems.
Remark 1.1
-
As in [3], the choice of the spaces of zero-mean functions for the variable \(u,\varphi \) and its derivative is consistent. Indeed, noting
$$\begin{aligned} \chi _{1}(t)=\int _{{\mathcal {I}}}\varphi (x, t)\, dx \quad \text {and}\quad \chi _{2}(t)=\int _{{\mathcal {I}}}u(x, t)\, dx . \end{aligned}$$Integrating the previous equations on \({\mathcal {I}}\), we obtain respectively the following two differential equations
$$\begin{aligned} \rho _{2}\ddot{\chi _{1}}(t)-\gamma _{1}\dot{\chi _{1}}(t)-k\chi _{1}(t) =0\quad \text {and}\quad \rho _{1}\ddot{\chi _{2}}(t)=0. \end{aligned}$$(1.17)Hence, if
$$\begin{aligned} \chi _{1}(0)=\dot{\chi _{1}}(0)=0\quad \text {and}\quad \chi _{2}(0)=\dot{\chi _{2}}(0)=0. \end{aligned}$$(1.18)Then, it follows that
$$\begin{aligned} \quad \chi _{1}(t)\equiv 0 \quad \text {and}\quad \chi _{2}(t)\equiv 0. \end{aligned}$$Thus, the use of Poincaré’s inequality for the function \(\varphi \) in system (1.1) and the function u in system (1.4) is justified.
-
By virtue of Cauchy–Schwarz and Poincaré’s inequalities, we have the following inequality
$$\begin{aligned} \Vert \Sigma \Vert _{L^{2}({\mathcal {I}})}^{2} \le \Vert \varphi _{t} \Vert _{L^{2}({\mathcal {I}})}^{2}, \quad \forall \varphi \in L^{2}({\mathcal {I}}), \end{aligned}$$where
$$\begin{aligned} \Sigma (x,t)=\int _{0}^{x}\varphi _{t}(y, t)\, dy . \end{aligned}$$ -
By virtue of Poincaré’s inequality, we have the following estimate
$$\begin{aligned} \Vert u_{x}\Vert _{L^{2}({\mathcal {I}})}^{2}&=\int _{{\mathcal {I}}}\left[ (u_{x}+\varphi )-\varphi \right] ^{2}\, dx \\&\le 2\Vert u_{x}+\varphi \Vert _{L^{2}({\mathcal {I}})}^{2}+2\Vert \varphi _{x} \Vert _{L^{2}({\mathcal {I}})}^{2},\quad \forall u\in L^{2}({\mathcal {I}}). \end{aligned}$$
It is worth noting that this observations will play a major role in the attainment of the results of this paper.
Paper plan
The paper respects the following plan. Firstly, in Sect. 2, we will prove the well-posedness of the problems. After that, in Sect. 3, we will show the exponential stability results of both systems (1.1) and (1.4). Finally, in Sect. 4, we will give some open problem for the interested readers.
2 Well-posedness
This section will be concerned with the existence and uniqueness of global solutions based on the classical Lumer–Phillips Theorem, see e.g., the books [10, 13].
Theorem 2.1
Let \({\mathcal {A}}_{i}\) be a densely defined linear operators on a Hilbert spaces \({\mathcal {H}}_{i},\,\,\,\text {for}\,\,\, (i=1, 2). \) Then \({\mathcal {A}}_{i}\) is the infinitesimal generator of a contraction semigroup s(t) if and only if
-
\({\mathcal {A}}_{i}\) are dissipative; and
-
\(0\in \varrho ({\mathcal {A}}_{i}).\)
In order to define the operators \({\mathcal {A}}_{i},\) we introduce the new variables \(v^{i}=u^{i}_{t},\,\phi ^{i} =\varphi ^{i}_{t}\). Now, we consider the following Hilbert phase spaces
We note that the closed subspace of \(L^{2}({\mathcal {I}})\) is defined by
and the following Sobolev spaces is defined by
The corresponding norm in \({\mathcal {H}}_{i}\) is given by
where \(U^{i}=(u^{i}, v^{i},\varphi ^{i},\phi ^{i},\theta ^{i})\in {\mathcal {H}}_{i}\) and \(U_{*}^{i}=(u_{*}^{i}, v_{*}^{i},\varphi _{*}^{i}, \phi _{*}^{i}, \theta _{*}^{i}) \in {\mathcal {H}}_{i}.\)
The inner product is given by
Let us introduce the operators \({\mathcal {A}}_{i}:{\mathcal {D}}({\mathcal {A}}_{i})\subset {\mathcal {H}}_{i}\longrightarrow {\mathcal {H}}_{i}\) as follows
and
with the domains \({\mathcal {D}}({\mathcal {A}}_{i})\) defined as follows
and
Then, the problems (1.1)–(1.7) is equivalent to the following evolution Cauchy problems
Proposition 2.2
The operators \({\mathcal {A}}_{i}\) are the infinitesimal generators of a \(C_{0}\)-semigroup of contractions s(t) over the space \({\mathcal {H}}_{i}.\)
For the proof of the previous Proposition we need to prove the following Lemmas
Lemma 2.3
The linear operator \({\mathcal {A}}_{i}\) for \(i=1, 2\) is a dissipative operator.
Proof
In fact, we observe that if \(U^{i}\in {\mathcal {D}}({\mathcal {A}}_{i}),\) by using the inner product (2.4) and the operator \({\mathcal {A}}_{i}\) defined in (2.5) and (2.6), we can get
Then, the proof of Lemma (2.3) is finished. \(\square \)
Lemma 2.4
Let the operators \({\mathcal {A}}_{1}\) and \({\mathcal {A}}_{2}\) defined by (2.5) and (2.6) respectively. Then, we have
Proof
For any \(F^{*}=(f_{1}^{*}, f_{2}^{*}, f_{3}^{*}, f_{4}^{*}, f_{5}^{*})^{T}\in {\mathcal {H}}_{1}, F=(f_{1}, f_{2}, f_{3}, f_{4}, f_{5})^{T}\in {\mathcal {H}}_{2},\) we want to find \( U^{i}=(u^{i}, v^{i}, \varphi ^{i}, \phi ^{i}, \theta ^{i})\in {\mathcal {D}}({\mathcal {A}}_{i})\) such that
In terms of the components, we get
and
By using the equations (2.10)\(_1\) and (2.10)\(_3,\) we can deduce that
Also, by using the equations (2.11)\(_1\) and (2.11)\(_3,\) we can deduce that
Now, by using Eqs. (2.10)\(_5\) and (2.10)\(_5,\) we can write
and
where
We conclude that there exists a unique function \(\theta ^{i} \in H^{1}_{0}({\mathcal {I}})\,\,\text {for}\,\, i=1,2\). Then, the remaining point is to prove that there exist \(u^{i}\) and \(\varphi ^{i}\) satisfying the following systems
and
where
Introducing the spaces
Denote the bilinear forms for the systems (2.16) and (2.17) as follows
The linear forms is defined as follows
We conclude that the bilinear forms \({\mathcal {B}}_{i}(\cdot , \cdot )\) are coercive and continuous over the Hilbert space \({\mathcal {X}}_{i}\) . Also the linear forms \({\mathcal {L}}_{i}(\cdot ) \) are continuous over the Hilbert space \({\mathcal {X}}_{i}\). Therefore, according to the Lax-Milgram conditions, we deduce that there exists a unique solution to the following variational formula
Thus, the proof of Lemma (2.4) is completed. \(\square \)
Proof of Proposition (2.2)
Based on Lemmas (2.3) and (2.4), the operators \({\mathcal {A}}_{i}\) are m-dissipative. Then, using the Lumer–Phillips Theorem (2.1), we conclude that the operators \({\mathcal {A}}_{i}\) are infinitesimal generators of a \(C_{0}\)-semigroup of contractions. Then, the proof of Proposition (2.2) is completed. \(\square \)
Now, we present our main result as follows
Theorem 2.5
Let \( U^{i}_{0}\in {\mathcal {D}}({\mathcal {A}}_{i})\), Problems (1.1)–(1.7) have a unique classical solution
Moreover, if \(U^{i}_{0}\in {\mathcal {H}}_{i}\), then there exists unique mild solution of the problems (1.1)–(1.7)
Proof
Firstly, it is clear that \({\mathcal {D}}({\mathcal {A}}_{i})\) dense in \({\mathcal {H}}_{i}.\) Then, under Proposition (2.2), the proof of Theorem (2.5) is finished. \(\square \)
3 Energy decay
In this section, we introduce our exponential decay result for the problems (1.1)–(1.7).
Remark 3.1
Throughout this section, c is used to denote a generic positive constant that will be changed from one inequality to another.
First, we define the energy of the problems (1.1)–(1.7) as follows
Lemma 3.2
Let \((u, \varphi , \theta )\) solution to the problems (1.1)–(1.7). Then, the energy functional (3.1) satisfy the following equality
Proof
Multiplying the equations of system (1.1) respectively by \((u, \varphi )\) and \(\theta \) and integrating over \({\mathcal {I}},\) by using integration by parts and the boundary conditions (1.2)–(1.3). By adding the result, we get the equality (3.2). The same procedure for the problem (1.4)–(1.7) gives the result. \(\square \)
Exponential stability of problem (1.1)–(1.3).
Defining the primitives
We introduce the following functionals
Let N a large positive number, we define the Lyapunov functional \( {\mathcal {F}}_{1}\) as follows
Lemma 3.3
For N large enough, there exist two positive constants \(\alpha _{1}\) and \(\alpha _{2}\) such that
Proof
Defining the functional \(\tilde{{\mathcal {F}}}_{1}\) by
Then, by using Young, Poincaré’s inequalities and the previous functionals (3.4), we obtain
Consequently, we get
where
That is
By choosing N large enough, the inequality (3.6) follows. \(\square \)
Lemma 3.4
The functionals \(\Phi _{1},\Psi _{1}\) and \(\Lambda _{1}\) satisfy the following differential inequalities
where \(\varepsilon >0.\)
Proof
-
Taking the derivative of (3.4)\(_{1}\), by using the first and the second equations in (1.1) and the boundary conditions (1.2)–(1.3), yields
$$\begin{aligned}&\frac{ d }{ dt }\Phi _{1}(t)+\gamma \rho _{1}\Vert u_{t}\Vert _{L^{2}({\mathcal {I}})}^{2}\nonumber \\&\quad =-\rho _{2}k\left\langle (u_{x}+\varphi )(t), \varphi _{t}(t) \right\rangle _{L^{2}({\mathcal {I}})}-\rho _{2}\gamma _{1}\left\langle (u_{x}+\varphi )_{t}(t), \varphi _{t}(t) \right\rangle _{L^{2}({\mathcal {I}})}\nonumber \\&\qquad +\rho _{1}\left\langle u_{t}(t), b\varphi _{x}(t)+\gamma _{2}\varphi _{xt}(t)-k\Pi (t)-\gamma _{1} \Sigma (t)-\beta \theta (t)\right\rangle _{L^{2}({\mathcal {I}})}. \end{aligned}$$(3.9)By using Young’s inequality and Remark (1.1), we obtain
$$\begin{aligned} -k\rho _{1}\left\langle u_{t}(t), \Pi (t) \right\rangle _{L^{2}({\mathcal {I}})}&= -k\rho _{1} \left\langle u_{t}(t), u(t)+\int _{0}^{x}\varphi (y, t)dy\right\rangle _{L^{2}({\mathcal {I}})}\\&\le \frac{3\gamma _{1}\rho _{1}}{10}\Vert u_{t} \Vert _{L^{2}({\mathcal {I}})}^{2}+ c\left( \Vert u_{x}+\varphi \Vert _{L^{2}({\mathcal {I}})}^{2} +\Vert \varphi _{x} \Vert _{L^{2}({\mathcal {I}})}^{2}\right) . \end{aligned}$$Now, applying Young and Poincaré’s inequalities to estimate all remaining terms in equality (3.9). Then, we get the desired inequality (3.8)\(_{1}\).
-
Taking the derivative of (3.4)\(_{2}\), by using the second equations in (1.1) and the boundary conditions (1.2)–(1.3), we get
$$\begin{aligned} \frac{ d }{ dt }\Psi _{1}(t)+b\Vert \varphi _{x} \Vert _{L^{2}({\mathcal {I}})}^{2}&= -\left\langle \varphi (t), k(u_{x}+\varphi )(t)+\gamma _{1}(u_{x}+\varphi )_{t}(t) \right\rangle _{L^{2}({\mathcal {I}})}\\&\quad +\left\langle \varphi _{x}(t), \beta \theta (t)+\gamma _{2}\varphi _{xt}(t)\right\rangle _{L^{2}({\mathcal {I}})}. \end{aligned}$$Applying Young and Poincaré’s inequalities, it appear directly inequality (3.8)\(_{2}\).
-
Taking the derivative of (3.4)\(_{3}\), by using the first equations in (1.1), we obtain
$$\begin{aligned} \frac{ d }{ dt }\Lambda _{1}(t)+k\Vert u_{x}+\varphi \Vert _{L^{2}({\mathcal {I}})}^{2} = -\left\langle (u_{x}+\varphi )_{t}(t), \rho _{1}\Theta (t)+\gamma _{1}(u_{x}+\varphi )(t)\right\rangle _{L^{2}({\mathcal {I}})}. \end{aligned}$$Applying Young and Poincaré’s inequalities, we obtain the inequality (3.8)\(_{3}\).
\(\square \)
The main result of stability for the system (1.1) is given by the following Theorem.
Theorem 3.5
Let \((u, \varphi , \theta )\in {\mathcal {H}}_{1}\) solution to the system (1.1) with boundary conditions (1.2)–(1.3) and initial condition (1.7). Then, the energy functional (3.1) satisfies
for \(\lambda _{1}, \lambda _{2}\) positive constants.
Proof
By differentiating equality (3.5) and by using estimates (3.8), we obtain
where
Now, all the terms on the right-hand side of (3.11) become negative if we select our parameters carefully.
First, let us pick \(\varepsilon =\frac{\gamma _{1}\rho _{1}}{2N_{2}}.\) Then, we choose \(N_{1}\) large enough such that
Hence, we get
We choose \(N_{1}\) such that
we can choose \(N_{2}\) such that
The constants \(N_{0}, N_{1}\) and \(N_{2}\) check the following inequality
Finally, we choose N large enough such that
Then, \(\varpi _{i}, \,\, \text {for}\,\, i=1, \ldots , 6\) are all negative constants.
At this point, there exists a constant \(\vartheta ,\) and, further, \({\mathcal {F}}_{1}(t)\sim E(t)\). Then, inequality (3.11) takes the following form
Recalling by (3.6), the fact that \({\mathcal {F}}_{1}\sim E,\) so we get
for some positive constant \(\zeta _{1}.\)
Integrating the last inequality over (0, t), we arrive at
By using the other side of the equivalence relation (3.6). Then, the proof of Theorem (3.5) is finished. \(\square \)
Exponential stability of problem (1.4)–(1.6)
Let \({\tilde{N}}\) a large positive number, we define the Lyapunov functional \( {\mathcal {F}}_{2}\) as follows
where
Lemma 3.6
For \({\tilde{N}}\) large enough. Then, there exist two positive constants \(\alpha _{3}\) and \(\alpha _{4}\) such that
Proof
For the proof, we use the same procedure that used for the proof of Lemma (3.3). \(\square \)
Lemma 3.7
The functionals \(\Phi _{2},\Psi _{2}\) and \(\Lambda _{2}\) satisfy the following differential inequalities
where \(\varepsilon _{1},\varepsilon _{2}>0.\)
Proof
\(\bullet \quad \) Taking the derivative of (3.17)\(_{1}\), by using both the first and the third equation of system (1.4) together with boundary conditions (1.5)–(1.6), yields
Now, for the remaining terms in equality (3.20), we use Young, Poincaré and Cauchy-Schwarz’s inequalities. Hence, the inequality (3.19)\(_{1}\) appears directly.
\(\bullet \quad \) Taking the derivative of (3.17)\(_{2}\), by using the second equation in system (1.4), we get
By Young and Poincaré’s inequalities, we obtain the inequality (3.19)\(_{2}\).
\(\bullet \quad \) Taking the derivative of (3.17)\(_{3}\), by using the first equation in system (1.4), we obtain
By Young and Poincaré’s inequalities, we obtain the inequality (3.19)\(_{3}\). \(\square \)
The main result of stability for the system (1.4) is given by the following Theorem.
Theorem 3.8
Let \((u, \varphi , \theta )\in {\mathcal {H}}_{2}\) solution to the system (1.4) with boundary conditions (1.5)–(1.6) and initial condition (1.7). Then, the energy functional (3.1) satisfies
for \(\lambda _{3}, \lambda _{4}\) positive constants.
Proof
Let \({\tilde{N}}>0\), we define the Lyapunov functional \( {\mathcal {F}}_{2}\) as follows
By differentiating inequality (3.24) and by using the inequalities (3.19), we obtain
where
We choose the constants \(N_{3}, N_{4}\) and \(N_{5}\) such that
Then, We choose \(\varepsilon _{1}, \varepsilon _{2}\) small enough such that
Next, we can choose \({\tilde{N}}\) large enough such that
Hence, the constants \({\tilde{\varpi }}_{i} \,\,\text {for} i=1, \ldots , 6\) are all negative; at this point, there exists a constant \(\vartheta _{2}\), and, further, \({\mathcal {F}}_{2}(t)\sim E(t)\), so inequality (3.25) takes the following form
Now, by using the fact that \({\mathcal {F}}_{2}\sim E\) we get
for some positive constant \(\zeta _{2}\). Integrating the last inequality over (0, t), we finally arrive at
By using the other side of the equivalence relation (3.6). Then, the proof of Theorem (3.8) is finished. \(\square \)
4 Some open problems
In this section, we will give some open problems for the interested reader.
-
Viscoelasticity more Cattaneo’s law acting on bending moment:
$$\begin{aligned}&\rho _{1}u_{tt}-k(u_{x}+\varphi )_{x}-\gamma _{1}(u_{x}+\varphi )_{xt}=0,\quad \text {in}\quad (0,L)\times (0,\infty ),\\&\rho _{2}\varphi _{tt}-b\varphi _{xx}-\gamma _{2}\varphi _{xxt}+k(u_{x}+\varphi )+\gamma _{1}(u_{x}+\varphi )_{t}+\delta \theta _{x}=0,\quad \text {in}\quad (0,L)\times (0,\infty ),\\&\rho _{3}\theta _{t}+q_{x}+\delta \varphi _{xt}=0,\quad \text {in}\quad (0,L)\times (0,\infty ),\\&\tau q_{t}+\beta q+\theta _{x}=0,\quad \text {in}\quad (0,L)\times (0,\infty ). \end{aligned}$$ -
Viscoelasticity more Cattaneo’s law acting on shear force:
$$\begin{aligned}&\rho _{1}u_{tt}-k(u_{x}+\varphi )_{x}-\gamma _{1}(u_{x}+\varphi )_{xt}+\delta \theta _{x}=0,\quad \text {in}\quad (0,L)\times (0,\infty ),\\&\rho _{2}\varphi _{tt}-b\varphi _{xx}-\gamma _{2}\varphi _{xxt}+k(u_{x}+\varphi )+\gamma _{1}(u_{x}+\varphi )_{t}-\delta \theta =0,\quad \text {in}\quad (0,L)\times (0,\infty ),\\&\rho _{3}\theta _{t}+q_{x}+\delta (u_{x}+\varphi )_{t}=0,\quad \text {in}\quad (0,L)\times (0,\infty ),\\&\tau q_{t}+\beta q+\theta _{x}=0,\quad \text {in}\quad (0,L)\times (0,\infty ). \end{aligned}$$ -
Viscoelasticity more Cattaneo’s law acting on bending moment for truncated version:
$$\begin{aligned}&\rho _{1}u_{tt}-k(u_{x}+\varphi )_{x}-\gamma _{1}(u_{x}+\varphi )_{xt}=0,\quad \text {in}\quad (0,L)\times (0,\infty ),\\&-\rho _{2}\varphi _{xxt}-b\varphi _{xx}+k(u_{x}+\varphi )+\gamma _{1}(u_{x}+\varphi )_{t}+\delta \theta _{x}=0,\quad \text {in}\quad (0,L)\times (0,\infty ),\\&\rho _{3}\theta _{t}+q_{x}+\delta \varphi _{xt}=0,\quad \text {in}\quad (0,L)\times (0,\infty ),\\&\tau q_{t}+\beta q+\theta _{x}=0,\quad \text {in}\quad (0,L)\times (0,\infty ). \end{aligned}$$ -
Viscoelasticity more Cattaneo’s law acting on shear force for truncated version:
$$\begin{aligned}&\rho _{1}u_{tt}-k(u_{x}+\varphi )_{x}-\gamma _{1}(u_{x}+\varphi )_{xt}+\delta \theta _{x}=0,\quad \text {in}\quad (0,L)\times (0,\infty ),\\&-\rho _{2}\varphi _{xxt}-b\varphi _{xx}+k(u_{x}+\varphi )+\gamma _{1}(u_{x}+\varphi )_{t}-\delta \theta =0,\quad \text {in}\quad (0,L)\times (0,\infty ),\\&\rho _{3}\theta _{t}+q_{x}+\delta (u_{x}+\varphi )_{t}=0,\quad \text {in}\quad (0,L)\times (0,\infty ),\\&\tau q_{t}+\beta q+\theta _{x}=0,\quad \text {in}\quad (0,L)\times (0,\infty ). \end{aligned}$$
It will be interesting to extend our results to the previous systems.
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The authors would like to thank the anonymous referees and the handling editor for their careful reading and for relevant remarks/suggestions to improve the paper.
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Dridi, H., Zennir, K. Well-posedness and energy decay for some thermoelastic systems of Timoshenko type with Kelvin–Voigt damping. SeMA 78, 385–400 (2021). https://doi.org/10.1007/s40324-021-00239-0
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DOI: https://doi.org/10.1007/s40324-021-00239-0
Keywords
- Timoshenko system
- Kelvin–Voigt damping
- Viscoelsticity
- Thermoelastic system
- Well-posedness
- Energy decay
- Contraction semigroup