Abstract
In this research work, we investigate the asymptotic behavior of a nonlinear swelling (also called expansive) soil system with a time delay and nonlinear damping of variable exponents. We should note here that swelling soils contain clay minerals that absorb water, which may lead to increases in pressure. In architectural and civil engineering, swelling soils are considered sources of problems and harm. The presence of the delay is used to create more realistic models since many processes depend on past history, and the delays are frequently added by sensors, actuators, and field networks that travel through feedback loops. The appearance of variable exponents in the delay and damping terms in this system allows for a more flexible and accurate modeling of this physical phenomenon. This can lead to more realistic and precise descriptions of the behavior of fluids in different media. In fact, with the advancements of science and technology, many physical and engineering models require more sophisticated mathematical tools to study and understand. The Lebesgue and Sobolev spaces with variable exponents proved to be efficient tools for studying such problems. By constructing a suitable Lyapunov functional, we establish exponential and polynomial decay results. We noticed that the energy decay of the system depends on the value of the variable exponent. These results improve on some existing results in the literature.
Keywords:
swelling porous problem; multiplier method; exponential and polynomial decay; time delay; variable exponents MSC:
35B40; 93D20; 93D23
1. Introduction
The concept of time delay appears naturally when modeling some physical processes involving the displacement of a material or the transmission of energy or information. Therefore, taking this and/or such phenomena into account in the differential equations describing the evolution of such physical processes leads to more accurate models. However, it is well known that time delays may be the source of instability for some initially stable systems. In order to overcome this problem of instability, some additional damping terms should be added to the systems. In this work, we consider the following nonlinear delay swelling system:
in , where the constituents z and u represent the displacement of the fluid and the elastic solid material. The positive constant coefficients and are the densities of each constituent, the coefficients and are the coupling constants of the materials of the system, and d is a history function. In addition, is a positive constant, is a real number, and is the time delay. By using the multiplier method, we prove that the energy of the system (1) sometimes decays exponentially and other times decays polynomially based on the value of the variable exponents. The appearance of variable exponents in the delay and damping terms in our system is important for several reasons. For example, the use of variable exponents allows for more flexible and accurate modeling of physical phenomena. They can capture the nonlinearity and heterogeneity of the damping terms, which can vary in space and time. This can lead to more realistic and precise descriptions of the behavior of fluids in different media.
Swelling soils are an environmental problem characterized by a swell in soil volume when subjected to humidity or water. The clay minerals in swelling soils attract and absorb water. When water is introduced into swelling soils, the water molecules are pulled into the gaps between the soil plates. See Figure 1 for the swelling process. As more water is absorbed, the plates are forced further apart, leading to an increase in soil pore pressure. Consequently, swelling soils lead to problems in architecture and civil engineering. They have been found all over the world. In 1997, Nelson and Miller [1] reported that the American Society of Civil Engineers estimates that one in four homes has some damage caused by swelling soils. Typically, such soils cause property owners more significant financial losses than earthquakes, floods, hurricanes, and tornadoes combined. Consequently, it is crucial to study the practical ways and means to eliminate or minimize the damages caused by swelling soils.
Figure 1.
Swelling process.
The basic field equations for the linear theory of swelling porous elastic soils are mathematically given by:
where the constituents z and u represent the displacement of the fluid and the elastic solid material, respectively. The positive constant coefficients and are the densities of the constituents z and u, respectively. The functions represent the internal body forces and external forces acting on the displacement, respectively. This definition is the same for but acts on the elastic solid equation. The equations of the partial tensions are given by:
where are positive constants and is a non-zero real number, which is the coupling of the physical properties in the materials of the system. The coefficient matrix A is positive definite; that is, . It is important to mention that the system (2) was first proposed in 1991 by Ieşan [2] and simplified in 2003 by Quintanilla [3]. The stability of the system (2) has been investigated in the literature for different damping terms. For example, Quintanilla [3] considered the following swelling elastic system:
where is the constant feedback gain and Using the energy method, the author proved that the system can be exponentially stabilized by employing three internal dampings: , and . Wang and Guo [4] tried to answer the same question from control theory by considering the following one-dimensional swelling elastic system:
where is an internal viscous damping function with a positive mean. Using a spectral method approach with some specific conditions on the coefficients, the authors show that the whole system can be exponentially stabilized by only one damping. After that, Ramos et al. [5], Apalara [6], and Al-Mahdi et al. [7] also considered (2) with frictional and viscoelastic damping terms, and they established explicit and general decay results under some conditions on the damping functions. For more results in porous–elasticity systems, porous–thermo-elasticity systems, porous–viscoelasticity systems, and other systems, we refer the reader to [3,4,8,9,10,11,12,13,14,15,16,17,18,19].
We notice that all the above-mentioned works are systems of partial differential equations that are independent of previous states or rates. However, systems of differential equations that are dependent on previous states are called systems of delay differential equations (DDEs). Delay differential equations are introduced to create more realistic models since many processes depend on past history. Delays rarely have an impact on how frequently the control systems operate, and delays are frequently added by sensors, actuators, and field networks that travel through feedback loops. The stability of high-speed communication networks or networked control systems are two fascinating fields of information technology and communication, where delays play a significant role. Models with delays include vehicle tracking, neural networks, population dynamics, and epidemic models, as well as sampled-data control and networked control systems, congestion control in communication networks, drilling system models, long lines with tunnel diodes, and models of lasers [20,21,22]. Controlling the behavior of partial differential equations’ solutions with delay effects has gained scientific attention in recent years. In general, delay effects can be found in a wide range of applications and real-world issues, including thermal, economic, chemical, biological, and physical issues. Time delays frequently have an impact on instability [23]. In recent years, there has been an increasing interest in treating equations with the variable exponent of nonlinearity. This great interest is motivated by the application to the mathematical modeling of non-Newtonian fluids. One of these fluids is the electro-rheological fluid, which has the ability to drastically change when applied to some external electromagnetic field. The variable exponent of nonlinearity is a given function of density, temperature, saturation, electric field, etc. For more information about the mathematical model of electro-rheological fluids, we refer the reader to [24,25]. The list of references concerning existence, blow-up, and stability of viscoelastic problems with variable exponents is very long, so we recall a few of them here [26,27,28,29,30,31,32].
Hence, we see that v satisfies
Therefore, the system (1) takes the form
Therefore, we consider system (6) and we prove that the system is stable under Assumptions (A1)–(A3) (below). The paper is organized as follows: In Section 2, we state some assumptions and the transformation. In Section 3, we state the main decay results, and we establish some technical lemmas in Section 4. The proofs of the stability theorems are presented in Section 5.
2. Preliminary and Assumptions
In this section, we consider the following assumptions:
: is a continuous function such that
and
: The coefficients satisfy .
: The constant and satisfy the following
and for a continuous function ,
For completeness, we state, without proof the global existence and regularity result, which can be established by a standard Galerkin argument as in [29,34].
Theorem 1.
Lemma 1.
Proof.
By multiplying the first two equations of (6) by and , respectively, and integrating over and multiplying the third equation of (6) by and integrating over using integration by parts and some manipulations, we obtain
From (11), we see that
Using Young’s inequality, and for the last term to obtain
3. The Main Results
In this section, we state our decay results.
Theorem 2.
Assume that (A1)–(A3) hold, and . Then, the energy functional (9) satisfies for a positive constants C, depends on ,
Theorem 3.
Assume that (A1)–(A3) hold. Then, the energy functional (9) satisfies for two positive constants , and for any ,
and
4. Technical Lemmas
In this part, we state and prove some needed lemmas.
Lemma 2.
For any and , we have the following
and if , we have
Lemma 3.
For any and , we have the following
and if , we have
Proof.
We will prove Lemma 2 and the proof of Lemma 3 will be the same. We start by applying Young’s inequality with with and . So, for a.e and any , we have
where
Hence,
Next, using (9) and (10), Poincaré’s inequality and the embedding property, we get
where is the embedding constant,
and
Then, we have
We notice that on , we have
Next, we have, by the case
Lemma 4.
Assume that (A1)–(A3) hold. The functional
satisfies, for , , and depends on ,
Proof.
Differentiating and using (6) gives
Using Young’s inequality, we have for
Combining the above estimate, then the proof of (31) is completed. □
Lemma 5.
Assume that (A1)–(A3) hold. The functional
satisfies, for any and ,
Proof.
By exploiting (6), we have
Using Young’s inequality, we have for
Similarly,
Choosing and combining all the above estimations, then the proof of (35) is completed. □
Lemma 6.
Assume that (A1)–(A3) hold. The functional
satisfies, for any and ,
where .
Proof.
In view of (6) and integration by parts, we obtain
Using Young’s inequality, we have for
Lemma 7.
Assume that (A1)–(A3) hold. The functional
satisfies, for some
Proof.
Direct computations, using (6), give
Lemma 8.
Assume that (A1)–(A3) hold. The functional
satisfies,
Proof.
The proof of the above lemma can be found in many papers in the literature; see, for instance, Lemma 4.2 in [35]. □
Lemma 9.
Assume that (A1)–(A3) hold. Then
and
5. Proofs of Theorems 2 and 3
In what follows, we prove Theorem 2.
Proof.
Let
where are positive constants to be properly chosen. By taking the derivative of the functional and using all the above estimates (31)–(52), we obtain
Choosing , then the above estimate becomes
First, we select such that
Then, we choose a large enough such that
Then, we choose a large enough such that
Then, we choose a large enough such that
Now, we set
so that
and
After fixing , where , we select a large enough (if needed) such that
and . That is, we can find two positive constants and such that
On the other hand, Young’s inequality and (9) allow us to conclude that
Hence, estimate (60) becomes for any and for some positive constant ,
Using (10), multiplying the above equation by , using the fact , and using Young’s inequality, we obtain:
Integration over , using , gives
where . Then, the proof of (14) is completed. □
Now, to prove (3), we reformulate the integral in (60) and recall that the integrals and are not involved in this case, so we have
Proof.
First, we choose any real number; then, we do the same selections (as in the above proof). By recalling Poincaré’s inequality and (10), estimate (68) becomes, for a positive constant ,
In the other hand, Young’s inequality and (9) allow us to conclude that
Now, we will discuss two cases:
Case 1: if , then by using Lemma 9, we have
This gives
where . Integrating the last estimate over the interval and using the equivalence properties , the proof of (15) is completed.
Case 2: if , then by using Lemma 9, we have
Multiplying the last equation by , where , then we obtain
With use of Young’s inequality with and , we obtain for
Taking a small enough and using the non-increasing property of E, the above estimate becomes:
where .
Integration over , using , gives
where . Then, the proof of (17) is completed. □
6. Conclusions
We considered a nonlinear swelling soil system with a time delay and nonlinear damping with a variable exponent type. We used the multiplier method to investigate the long-term behavior of this system, and we obtained exponential and polynomial decay results under some conditions on the variable exponent. Our results are established under the more general assumption of the damping; we considered a nonlinear damping of variable exponent type, so these results generalize and extend to several results in the literature. We believe that our results will contribute to better understanding and mastering the issue of stabilization by nonlinear damping with a variable exponent and will probably add to the implementation of these types of dissipations in damping technology. Our results will certainly allow a wider class of frictional damping functions to be used for stabilization and be a basis for further work.
Author Contributions
Conceptualization, M.M.K., M.M.A.-G. and A.M.A.-M.; methodology, M.M.K., M.M.A.-G. and A.M.A.-M.; validation, M.M.K., M.M.A.-G. and A.M.A.-M.; formal analysis M.M.K., M.M.A.-G. and A.M.A.-M.; investigation, M.M.K., M.M.A.-G. and A.M.A.-M.; writing—original draft preparation, A.M.A.-M.; writing—review and editing, M.M.A.-G. and M.M.K.; visualization, A.M.A.-M.; supervision, M.M.A.-G.; project administration, A.M.A.-M.; funding acquisition, M.M.A.-G. All authors have read and agreed to the published version of the manuscript.
Funding
This research was funded by King Fahd University of Petroleum and Minerals (KFUPM-IRC-CBM) grant number INCB2315.
Data Availability Statement
No data were used to support this study.
Acknowledgments
The authors would like to thank King Fahd University of Petroleum and Minerals (KFUPM) for its support. The authors also thank the referees for their very careful reading and valuable comments. This was funded by KFUPM, Grant No. INCB2315.
Conflicts of Interest
The authors declare that there is no conflict of interest.
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