Abstract
The Lord Shulman swelling porous thermo-elastic soil system with the effects of microtemperature, temperatures and distributed delay terms is considered in this study. The well-posedness result is established by the Lumer–Phillips corollary applied to the Hille–Yosida theorem. The exponential stability result is proven by the energy method under suitable assumptions.
Keywords:
Lord Shulman; mathematical operators; swelling porous system; partial differential equations; general decay; distributed delay term MSC:
35B40; 35L70; 74D05; 93D20
1. Introduction and Preliminaries
The first theory that included a viscous liquid, solid and gas mixture was proposed by Eringen [1]. The field equations were obtained by investigating this heat-resistant combination [2]. The porous media theory, which investigates this type of issue, has also been used to classify expansive (swelling) soils. Due to numerous investigations aimed at mitigating the adverse effects of expansive soils, especially within the fields of architecture and civil engineering, this subject appears promising for further research exploration. For additional information, visit [3,4,5,6,7,8,9]. From the linear theory of swelling porous elastic soils, the fundamental field equations are
in which are the densities of the elastic solid material and fluid, while their respective displacements are denoted by . Furthermore, () represent the partial tension, internal forces of body and eternal forces acting on the displacement. () are similar, but applied to the elastic solid. Also, the constitutive equations for partial tensions are provided by
where , and is a real number. A is matrix positive definite with .
Quintanilla [9] studied (1) by considering
where ; the exponential stability can be achieved. Also, in [10], the researchers considered (1) by taking different conditions:
where the internal viscous damping function has a positive mean. They were able to determine the exponential stability using the spectral approach. To discover more, read [9,10,11,12,13,14,15,16]. Time delays are of significant importance in the majority of natural phenomena and industrial systems, as they have the potential to induce instability and should be treated with utmost consideration. Additionally, there are numerous works that have examined this category of issues, including [17,18,19,20,21,22,23].
Numerous researchers worked on similar problems in the literature from different perspectives [24,25,26,27,28]. In recent times, there has been a substantial surge of interest among scientists in Lord Shulman’s thermo-elasticity, leading to an extensive collection of contributions aimed at elucidating this theory. This theoretical framework encompasses the examination of a system comprising four hyperbolic equations coupled with heat transfer dynamics. Moreover, Lord Shulman thermo-elastic theory was introduced to usher in a more robust heat conduction law, as it concerns thermo-elastic materials exhibiting elastic vibrations. Notably, the heat equation within this context is itself hyperbolic and parallels the equation initially formulated by Fourier’s law. To delve deeper into the specifics and gain a comprehensive understanding of this theory, it is recommended that the reader consult the following papers: [29,30]. The core evolutionary equations governing one-dimensional models of porous thermo-elasticity, incorporating both microtemperature and temperature effects [31,32,33,34], can be expressed as follows:
In the context provided, the symbols T, , , E, , q, G, Q and denote the stress, reference temperature, equilibrated stress, first energy moment, entropy, heat flux vector, equilibrated body force, mean heat flux and first heat flux moment, respectively. For simplicity in computations, we set to be equal to 1.
This paper addresses the inherent counterpart of microtemperatures within the Lord Shulman theory. In this scenario, it becomes possible to adapt the constitutive equations in the subsequent manner:
in which the microtemperature vector is indicated by ℜ, is the relaxation parameter and . The coefficients denote the coupling between the temperature and displacement, the thermal conductivity, the coupling between the volume fraction and the temperature, respectively.
Taking and the coefficients satisfies the inequalities
In the current work, we focus on the thermal effects, which is why we make the assumption for heat capicity. To add interest to the problem, we also add a distributed delay term to the second equation, creating a new case that differs from earlier research. Under the right assumptions, the system is shown to be well posed, and we use the energy method to demonstrate the result of the exponential stability.
In this work, the following are taken into account:
Next, we introduce a new variable, as mentioned in [23]:
thus, the following is obtained:
Our problem can be expressed in the following form:
in which
with
and
In this context, the integrals denote the presence of distributed delay components, where and —both greater than zero—represent time delays. The functions and are functions and must adhere to the following conditions.
Hypothesis 1.
is a bounded function satisfying
In this investigation, we delve into the realm of the Lord Shulman model for swelling porous thermo-elastic soils, incorporating the influence of microtemperature, temperatures and distributed delay components. Our focus lies in demonstrating the system’s well-posedness and examining the outcomes related to its exponential stability. This work is structured as follows: in Section 2, the well-posedness is illustrated, and the exponential stability is demonstrated in Section 3. We state that in each of the sentences that follow.
2. Well-Posedness
Here, we will establish the well-posedness of the system (9)–(11). The following vector function is first introduced:
where variables ; then, the system (9) is written as follows:
where is a linear operator given by
in which energy space is denoted by , such that
for any
with the following inner product:
The domain of is given by
Clearly, is dense in .
Theorem 1.
Proof.
First, we show that is a dissipative operator. For any and by utilizing (15), we achieve
For the last term of the RHS of (16), we have
Applying the inequality of Young, we have
Substituting (17) and (18) into (16) and utilizing and (12), the following is obtained:
where . Additionally, by (6), we have
Therefore, the operator is dissipative. Now, we show that the operator is a maximal. It is enough to prove that is a surjective operator. In fact, we demonstrate that a unique ) exists for any , such that
That is,
It can be noticed that there exists a unique solution of (22)9 with , which is given by
then,
thus, we obtain
Multiplying (26) by , and integrating the sum over , we have
where
is the bilinear form given by
and
is the linear functional defined as
Now, for , with the norm
we obtain
Also, we can write
B is, hence, coercive. As a result, we determine that (28) has a unique solution using the Lax–Milgram theorem:
Similarly, if we take in (29), we obtain
Consequently,
In a similar way, if we take in (29), we find
Hence,
Ultimately, leveraging the principles of regularity theory for linear elliptic equations guarantees the presence of a singular , which satisfies Equation (21) uniquely. In light of this, we deduce that is a maximal dissipative operator. The well-posedness finding is obtained as a result of the Lumer–Philips theorem [35]. □
3. Exponential Decay
The following lemmas apply to this.
Lemma 1.
The energy functional E, defined as
satisfies
where .
Proof.
First, we multiply Equation (9)1,2,3,4 by and . In addition to this, applying (11), we have the following:
Next, multiplying (9)5 by and integrating, we have
Putting (41) into (40) and utilizing Young’s inequality, the following is obtained:
and we have the following inequality:
By (6), we obtain
where
then, by (12), , so that
Thus, we achieve (39) (E is a non-increasing function). □
Remark 1.
Thus, the non-negativity of the function is obtained.
Lemma 2.
The functional
satisfies, for any ,
Proof.
Via direct calculation, utilizing integration by parts, we obtain that
Using Poincaré’s and Young’s inequalities, for , we obtain that
Lemma 3.
The functional
satisfies,
Proof.
We now evaluate the final six terms in the right hand side of (51), utilizing Poincaré’s and Young’s inequalities. For , we have
and
Lemma 4.
The functional
satisfies
Proof.
Direct computations give
Estimate (52) easily follows by utilizing Young’s inequality. □
Lemma 5.
The functional
satisfies, for any ,
Proof.
Direct computations give
Further simplification of (53) leads us to
□
Now, we introduce a functional stated in Lemma 6.
Lemma 6.
The functional
satisfies
where .
Proof.
Utilizing that and , ∀, we achieve that
□
As is an increasing function, we have , for all . By setting and remembering (12), we discover (55). We can now proceed to proving the primary finding.
Theorem 2.
Proof.
To prove the required result, we introduce the Lyapunov functional as follows:
where ; we assign them later.
By differentiating (57) and using (39), (47), (50), (52), (53) and (55), we have
by setting
we obtain
Now, we choose our constants.
We take large enough, such that
then, we pick large enough, in such a way that
Then, we pick and large enough, in such a way that
Thus, we obtain that
where .
Similarly, if we assume
then
According to the Cauchy–Schwartz, Poincaré’s and Young’s inequalities, we find
On the other hand, by (32), we have
Similarly, by , we have
Hence, we obtain
that is,
At this point, we choose N large enough, such that
Simplification of (38), (58) and (59) leads us to
and
for some
Consequently, for some , we find
From further simplification of (62), we have the following:
4. Conclusions
This work studies a swelling porous elastic system coupled with thermo-elasticity of the Lord Shulman type, microtemperature and distributed delay, an approach which is more general than classical thermo-elasticity. Furthermore, the problem circumvents the absurd situation of the infinite propagation of the effect of a thermal or mechanical disturbance in the medium. We established the well-posedness of our problem using the semigroup method. Additionally, we used the energy method to prove the stability result for the system. It is intriguing to know that the result was obtained independently of the wave velocities of the system or any form of interactions between coefficients of the system other than hypotheses (5), (6) and (12), which guarantees the positivity of the energy of the system. The present result contributes significantly to the existing literature on swelling porous elastic problems. In future work, we will investigate the system with some damping and source terms.
Author Contributions
Conceptualization, A.C. and R.J.; methodology, A.C. and S.B.; validation, R.J., S.B. and M.A.; formal analysis, M.A. and R.A.; investigation, R.A.; resources, S.B.; writing—original draft preparation, A.C.; writing—review and editing, R.A.; visualization, R.J. and M.A.; supervision, S.B.; project administration, R.J.; funding acquisition, S.B. All authors have read and agreed to the published version of the manuscript.
Funding
This work was supported and funded by the Deanship of Scientific Research at Imam Mohammad Ibn Saud Islamic University (IMSIU) (grant number IMSIU-RG23118).
Data Availability Statement
Data are contained within the article.
Conflicts of Interest
The authors declare no conflict of interest.
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