Abstract
In this article, we consider a one-dimensional thermoelastic porous system with microtemperatures. Based on the energy method we show in the case of zero thermal conductivity that the dissipation given only by the microtemperatures is strong enough to produce an exponential stability irrespective of the wave speeds of the system or any other condition on the coefficients. The result of this paper is new and improves previous results in the literature.
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1 Introduction
In this paper, we consider the following one-dimensional thermoelastic porous system with microtemperatures
under the boundary conditions
and the initial conditions
where the functions \(u\), \(\varphi \), \(\theta \), \(w\) represent, respectively, the displacement of the solid elastic material, the volume fraction, the temperature difference and the microtemperature vector. The parameters \(\rho \) and \(J\) which are assumed to be strictly positive constants, are the mass density and product of the mass density by the equilibrated inertia respectively. The coefficients \(c\), \(\mu \), \(\delta \), \(\gamma \), \(\xi \), \(m\), \(d\), \(k_{1}\), \(k_{2}\), \(k_{3}\), \(\alpha \) are positive constants in which their physical meaning is well known such that
where \(b\) is a real number different from zero and the initial data \(u_{0},\,u_{1},\,\varphi _{0}\), \(\varphi _{1}\), \(w_{0}\), \(\theta _{0}\) belongs to the suitable functional space.
The system (1) was constructed by considering the following basic evolution equations of the one-dimensional porous materials theory with temperature and microtemperature
where \(T\) is the stress tensor, \(H\) is the equilibrated stress vector, \(G\) is the equilibrated body force, \(q\) is the heat flux vector, \(\eta \) is the entropy, \(P\) is the first heat flux moment, \(Q\) is the mean heat flux and \(E\) is the first moment of energy. The constitutive equations \(T\), \(H\), \(G\), \(E\), \(\eta \), \(P\) and \(Q\) take the following forms
and by substituting Eq. (6) into Eq. (5), we obtain the system (1).
In 1972, Goodman and Cowin [10] have given an extension of the classical elasticity theory to porous media by introducing the concept of a continuum theory of granular materials with interstitial voids into the theory of elastic solids with voids. In addition, Nunziato and Cowin [8] have presented a nonlinear theory for the behavior of porous solids in which the skeletal or matrix material is elastic and the interstices are void of material. In this theory the bulk density is written as the product of two fields, the matrix material density field and the volume fraction field. Furthermore, this representation introduces an additional degree of kinematic freedom. The intended applications of the theory of elastic materials with voids are to geological materials like rocks and soils and to manufactured porous materials. In [11], Grot has developed a theory of thermodynamics of elastic materials with inner structure whose microelements, in addition to microdeformations of the string, possess microtemperatures which represent the variation of the temperature within a microvolume. Later, many works has been released in this direction (for example [12–14] and the references therein).
The first investigation concerning the study of temporal asymptotic behavior of the solutions for a one-dimensional porous-elastic system was started by the work of Quintanilla [19], in which he considered a damping through porous-viscosity and he proved that the system is not decay exponentially with this complementary control. In [3, 4], Apalara showed that the same system considered in [19] is exponentially stable for the case of equal speeds of wave propagation, i.e.
In [6], Casas and Quintanilla considered the following one-dimensional porous system in the presence of the usual thermal effect and the microtemperature damping
They used the semi-group approach to prove the exponential stability of the solutions regardless to the speeds of wave propagations. In [7], the same authors proved that the combination of porous-viscosity and thermal effects (temperature and microtemperatures) provokes exponential stability of solutions. In [17], Magańa and Quintanilla showed that viscoelasticity damping and temperature produced slow decay in time and when the viscoelasticity is coupled with porous damping or with microtemperatures, the system decays in an exponential way. In [5], Apalara proved that the unique dissipation given by the finite memory is strong enough to stabilize exponentially the system for the case of equal speeds of wave propagation. In [1], Apalara showed that the memory term together with the heat effect are strong enough to stabilize exponentially the system irrespective of the wave speeds.
Interestingly, Apalara [2] proved that the dissipation given only with the microtemperatures is sufficient to get an exponential stability for the case of equal speeds of wave propagation. Furthermore, if the speeds of wave propagation are non-equal, he showed that the system is polynomially stable. In [9], Dridi and Djebabla studied the porous thermoelastic system in case of zero thermal conductivity with temperatures and microtemperatures effects
with the following Dirichlet (on \(\varphi \), \(\theta \))-Neumann (on \(u\), \(w\)) boundary conditions, and prove the exponential stability without any condition on the coefficients of the system.
In [21], Saci and Djebabla studied a porous-elastic system with dissipation only due to microtemperatures effect
with the Dirichlet (on \(\varphi \), \(\theta \))-Neumann (on \(u\), \(w\)) boundary conditions. They introduced a new stability number and proved that the unique dissipation due to the microtemperatures is strong enough to drive the system to the equilibrium state in an exponential manner.
In [20], Saci et al. investigated the porous-elastic system where two kinds of dissipation processes were considered: the frictional damping acting on the elasticity equation and the microtemperatures dissipation. The authors showed that these both dissipation terms guarantees an exponential stability of the solutions. In [16] Liu et al. considered a one-dimensional porous-elastic system with finite memory term acting on the porous equation. They showed a general decay of the solutions under the assumptions of non-equal wave speeds propagations and positive semidefinite energy.
Recently, Lacheheb et al. in [15] studied a porous-elastic system with thermoelasticity of type III and based on the energy method, they obtained an exponential decay result for the case of equal wave speeds. In the opposite one, they proved a polynomial decay result. Moreover, they used some numerical approximations to validate the theoretical result. In [22] the authors showed the existence of global and exponential attractors for a nonlinear porous-elastic system subjected to a delay-type damping.
In this paper, we consider the same porous-elastic system (7) with temperature and microtemperatures, but with different boundary conditions, i.e., the Dirichlet (on \(u\), \(w\))-Neumann (on \(\varphi \), \(\theta \)) boundary conditions. Based on the energy method, we show in case of zero thermal conductivity that the dissipation given only by the microtemperatures is strong enough to produce an exponential stability irrespective of the wave speeds of the system or any other condition on the coefficients.
In view of the boundary conditions, our system can have solutions (uniform in the variable \(x\)), which do not decay. To avoid such case and also to be able to use Poincaré’s inequality, we perform the following transformation:
By using (1)2, (1)3, and the boundary conditions, we observe that
The system (8) is equivalent to
where \(\tau _{2}=\xi +\frac{m^{2}}{c}\) and \(\tau _{1}=m\int _{0}^{1}\theta _{0}\left ( x\right ) dx+ \dfrac{m^{2}}{c}\int _{0}^{1}\varphi _{0}\left ( x\right ) dx\).
By introducing the following change of variable
the differential equation (9)1 becomes
So, by solving (11) and using the initial data, we obtain
We deduce from (10), (9)2 that
Consequently, if we let
and
we obtain
Henceforth, we work with \(\bar{\varphi }\), \(\bar{\theta }\) instead of \(\bar{\varphi }\), \(\bar{\theta }\) but write \(\varphi \) and \(\theta \) for simplicity of notation.
2 Well-Posedness
In this section, we give the existence and uniqueness of solutions for the system (1)-(3) using semigroup theory. Introducing the vector function \(U=(u,v,\varphi ,\psi ,\theta ,w)^{T}\), where \(v=u_{t}\), and \(\psi =\varphi _{t}\), the system (1) can be rewritten as follows:
where the operator \(\mathcal{A}\) is defined by
We consider the following spaces
Let ℋ be the energy space given by
and for any \(U=(u,v,\varphi ,\psi ,\theta ,w)^{T}\in \mathcal{H}\), \(\tilde{U}=(\tilde{u},\tilde{v},\tilde{\varphi },\tilde{\psi }, \tilde{\theta },\tilde{w})^{T}\in \mathcal{H}\), we equip ℋ with the inner product
It is easy to see that (14) defines an inner product. In fact, from (14), we have
Since \(\mu \xi >b^{2}\), we deduce that
Consequently,
where
Hence, we conclude that \(\left \langle U,\tilde{U}\right \rangle _{\mathcal{H}}\) defines an inner product on ℋ and the associated norm \(\left \Vert .\right \Vert _{\mathcal{H}}\) is equivalent to the usual one.
The domain of \(\mathcal{A}\) is
Clearly, \(D\left ( \mathcal{A}\right ) \) is dense in ℋ. Moreover, by using the inner product (14), it follows that, for any \(U\in D(\mathcal{A})\)
which implies that \(\mathcal{A}\) is a monotone operator. By using the Lax–Milgram Lemma and classical regularity arguments, it can be proved that \(I+\mathcal{A}\) is surjective. Hence, using Lumer–Phillips theorem (see [18]), we deduce that \(\mathcal{A}\) is an infinitesimal generator of a \(C_{0}\)-semigroup on ℋ. Consequently, we have the following well-posedness result.
Theorem 1
Let \(U_{0}\in \mathcal{H}\), then there exists a unique solution \(U\in \mathit{C}\left ( \mathbb{R}_{+},\mathcal{H}\right ) \) of problem (1). Moreover, if \(U_{0}\in D(\mathcal{A})\), then
3 Exponential Stability
In this section, we use the energy method to establish the exponential stability of the system (1). To achieve our goal we state and prove the following lemmas.
Lemma 2
Let \((u,\varphi ,\theta ,w)\) be a solution of (1)-(3). Then, the energy functional \(E\left ( t\right ) \), defined by
satisfies
Proof
Multiplying (1)1, (1)2, (1)3, (1)4 by \(u_{t}\), \(\varphi _{t}\), \(\theta \), \(w\) respectively, integrating over \((0,1)\) and summing them up, we obtain
□
Remark 3
The energy \(E(t)\) defined by (17) is non-negative. In fact, as in the second section, we can easily show that
where \(\mu _{1}\) and \(\xi _{1}\) are given in (15). Therefore, \(E(t)\) is non-negative.
Lemma 4
Let \((u,\varphi ,\theta ,w)\) be a solution of (1)-(3). Then, the functional
satisfies, \(\forall t\geq 0\)
Proof
Differentiating \(I_{1}(t)\) and integrating by parts, we get
Using Young’s and Cauchy Schwarz inequalities,
Using Young’s inequality
Using Young’s and Poincaré inequalities
By substituting (22)-(26) into (21), we get (20). □
Lemma 5
Let \((u,\varphi ,\theta ,w)\) be a solution of (1)-(3). Then, the functional
satisfies, for any \(\varepsilon _{1}>0\),
where \(\xi _{1}=\dfrac{1}{2}\left ( \xi -\dfrac{b^{2}}{\mu }\right ) \).
Proof
By differentiating \(I_{2}(t)\), we obtain
Now, by using integration by parts together with the boundary conditions, we get
Using Young’s and Cauchy Schwarz inequalities, we get
Young’s and Poincaré inequalities leads to
Inserting (29)-(31) in (28) and letting \(\delta _{1}=\dfrac{\delta }{2}\), we obtain (27). □
Lemma 6
Let \((u,\varphi ,\theta ,w)\) be a solution of (1)-(3). Then, the functional
where \(\alpha _{0}=dc+k_{1}\), \(\beta _{0}=\gamma m+bc\), \(\gamma _{0}=\gamma \xi +mb\), satisfies, for any \(\varepsilon _{2},\varepsilon _{3},\varepsilon _{4}>0\), the following estimate
Proof
By differentiating \(I_{3}(t)\), integrating by parts and using (12), we obtain
Using Young’s inequality, we find
Using Young’s and Poincaré inequalities, we have
Using Young’s and Cauchy Schwarz inequalities
Using Young’s, Poincaré and Cauchy Schwarz inequalities
Estimate (32) follows by substituting (34)-(43) into (33). □
Now, we define the Lyapunov functional \(\mathcal{L}(t)\) by
where \(N\), \(N_{1}\), \(N_{2}\) are positive constants.
Theorem 7
Let \(\left ( u,\varphi,\theta,w\right ) \) be a solution of (1)-(3). Then, there exist two positive constants \(\kappa _{1}\) and \(\kappa _{2}\) such that the Lyapunov functional (44) satisfies
and
Proof
From (44), we have
By using Young’s, Poincaré and Cauchy-Schwarz inequalities, we obtain
which yields
by choosing \(N\) (depending on \(N_{1}\), \(N_{2}\)) sufficiently large we obtain (45). Now, by differentiating \(\mathcal{L}\left ( t\right ) \), exploiting (20), (27), (32) and setting \(\varepsilon _{1}=\dfrac{\gamma }{16N_{1}}\), \(\varepsilon _{2}=\dfrac{\gamma }{16N_{2}}\), \(\varepsilon _{3}=\dfrac{N_{1}\delta }{8N_{2}}\), \(\varepsilon _{4}=\dfrac{\mu \gamma }{16N_{2}}\), we get
Now, we select our parameters appropriately as follows:
First, we choose \(N_{1}\) large enough so that
Next, we select \(N_{2}\) large enough so that
and
Finally, we choose \(N\) large enough (even larger so that (45) remains valid) such that
All these choices with the relation (47) leads to
On the other hand, from Eq. (17) and by using Young’s inequality, we obtain
which implies that
The combination of (48) and (49) gives (46). □
We are now ready to state and prove the following exponential stability result.
Lemma 8
Let \((u,\varphi ,\theta ,w)\) be a solution of (1)-(3) and assume that (4) holds. Then, for any \(U_{0} \in D\left ( \mathcal{A}\right ) \), there exist two positive constants \(\lambda _{1}\) and \(\lambda _{2}\) such that
Proof
By using the estimation (46), we get
having in mind the equivalence of \(E(t)\) and \(\mathcal{L}(t)\) we infer that
where \(\lambda _{1}=\dfrac{\beta _{1}}{\kappa _{2}}>0\). A simple integration of (51) gives
which yields the serial result (50) and by using the other side of the equivalence relation (45) again. The proof is complete. □
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Khochemane, H.E. Exponential Stability for a Thermoelastic Porous System with Microtemperatures Effects. Acta Appl Math 173, 8 (2021). https://doi.org/10.1007/s10440-021-00418-1
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DOI: https://doi.org/10.1007/s10440-021-00418-1