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Exponential stabilization of swelling porous systems with thermoelastic damping
⁎Corresponding author. tijani@uhb.edu.sa (Tijani A. Apalara),
-
Received: ,
Accepted: ,
This article was originally published by Elsevier and was migrated to Scientific Scholar after the change of Publisher.
Peer review under responsibility of King Saud University.
Abstract
We study two systems of swelling porous thermoelasticity with minimum damping. Employing the standard multiplier method, we stabilize the systems exponentially without imposing restrictions on the wave velocities of the systems. This result is contrary to those obtained for closely related systems (like Timoshenko and porous systems) with similar single damping. In such scenarios, the authors established that a single damping term is insufficient to exponentially stabilize the system unless the assumption of the equality of wave velocities is imposed.
Keywords
Swelling porous
Thermoelasticity
Exponential stability
93D23
35B40
74F05
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1 Introduction
It is imperative to study the characteristics of engineering materials for energy conservation, safety, environmental sustainability, and the effective use of thermal insulation for mechanical and civil engineering applications (Thomas and Rees, 2009). Understanding the thermal properties of materials, such as thermal conductivity and diffusivity, could provide further details about their thermal performance under elastic loading conditions where a restrained strain will induce stresses. Several studies have addressed different methods to test these materials thermal related properties for engineering and energy conservation applications (Low et al., 2013; Sundberg, 1988; Upadhyay et al., 2011). It was established in Liu et al. (2020) and López-Acosta et al. (2021) that understanding the thermoelastic properties of the material enhances their effective utilization for foundation stability. Meanwhile, Ghorbani et al. (2017) proved that the presence of moisture could inversely affect the peak velocity under dynamic vibration at elevated temperatures. This could occur to the soil under structural foundations due to earthquakes which could induce more significant shear stress due to thermal changes of underline soil materials. Seasonal changes such as summer and winter could cause changes in the behavior of the substructure soil characteristics due to temperature gradient.
It is crucial to provide solutions towards understanding the complexity of swelling porous using mathematical formulations because it enables scientists and engineers to adequately comprehend the swelling soil’s behavior under several loading and damping conditions. Mathematically, the fundamental system of equations governing the swelling porous thermoelastic soils (see Eringen, 1994; Quintanilla, 2002) is formulated as
In this article, we consider two independent swelling porous classical thermoelastic systems with minimum damping terms. The first system is
Using the boundary conditions (1.10), it follows from the last equation in (1.7)(which is also true for (1.8)) that
So, using the intial condition (1.9), we have
. By setting
we get
. Consequently, the usage of Poincaré’s inequality is appropriate to the Neumann boundary conditions on
. Furthermore, it is obvious that
, and
. Accordingly, systems (1.7), (1.9)–(1.10) and (1.8), (1.9)–(1.10), respectively, transform to
2 Stability result for (1.7), (1.13)
Specific to our system, we have the following suitable Lyapunov functional
By respectively multiplying (1.13)1, (1.13)2, and (1.13)3 by
, and
, then using integration by parts with respect to x on the product, we get
The functional
, defined by (2.2), satisfies
Taking the derivative of (2.2) and using (1.13), we see that, for all
,
The functional
, defined by (2.3), satisfies, for any
and some constant
,
Differentiating
and adapting (1.13)1 and (1.13)2 for terms
and
, respectively, we get
The functional
, defined by (2.4), satisfies, for any
, the estimate
Employing (1.13), we obtain, for all
,
The functional
, defined by (2.5), satisfies
Using (1.13), it is clear that Using Young’s inequality, we get Consequently, we end up with (2.25). square
Having achieved the necessary estimates, we now focus on the theorem which captures our first result.
The problem (1.13) is exponentially stable, that is, for some constants
, the energy of system (1.13) defined by (2.6) satisfies
Recall the Lyapunov functional defined by (2.1), that is
and using the estimates (2.8), (2.12), (2.16)–(2.25), together with setting
we conclude that
By consecutively letting
and using Poincaré’s inequality
it turns out that
3 Stability result for (1.14)
Similar to Section 2, we specify the following Lyapunov functional
The problem (1.14) is exponentially stable, that is, for some constants
, the energy of system (1.14) defined by (2.6) satisfies
Using the Lyapunov functional defined by (3.1), the estimates (2.8), (3.6)–(3.9), and setting we end up with Emulating the remaining steps in the proof of Theorem 2.6 yields (3.10). This marks the conclusion of our results. square
4 Conclusions
In this paper, we use the energy (also known as multiplier) method to achieve exponential decay results for two independent swelling porous thermoelastic systems where the heat conduction is controlled by the classical Fourier law. The results are obtained without imposing the well-known restrictions on the wave velocities or any other relationship between the coefficients of the system. So, our present results substantially contribute to the theory related to the asymptotic behaviors of swelling porous elastic media and improve earlier endeavors in the literature.
Availability of Data
Data sharing is not applicable to this article as no new data were created or analyzed in this study.
Funding
The Deanship of Scientific Research, University of Hafr Al-Batin (UHB), funds this research under project No: 0046–1443-S.
Authors’ contributions
All authors contributed equally. All authors read and approved the final manuscript.
Acknowledgement
The authors extend their appreciation to the Deanship of Scientific Research, University of Hafr Al-Batin (UHB), for funding this work through the research group project No: 0046-1443-S.
Declaration of Competing Interest
The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.
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