
In this paper, a swelling soil system with two nonlinear dampings of variable exponent-type is considered. The stability analysis of this system is investigated and it is proved that the system is stable under a natural condition on the parameters of the system and the variable exponents. It is noticed that one variable damping is enough to achieve polynomial and exponential decay and the decay is not necessarily improved if the system has two variable dampings.
Citation: Abdelaziz Soufyane, Adel M. Al-Mahdi, Mohammad M. Al-Gharabli, Imad Kissami, Mostafa Zahri. Stability results of a swelling porous-elastic system with two nonlinear variable exponent damping[J]. Networks and Heterogeneous Media, 2024, 19(1): 430-455. doi: 10.3934/nhm.2024019
[1] | Svetlana Pastukhova, Valeria Chiadò Piat . Homogenization of multivalued monotone operators with variable growth exponent. Networks and Heterogeneous Media, 2020, 15(2): 281-305. doi: 10.3934/nhm.2020013 |
[2] | Grigory Panasenko, Ruxandra Stavre . Asymptotic analysis of the Stokes flow with variable viscosity in a thin elastic channel. Networks and Heterogeneous Media, 2010, 5(4): 783-812. doi: 10.3934/nhm.2010.5.783 |
[3] | Young-Pil Choi, Seung-Yeal Ha, Jeongho Kim . Propagation of regularity and finite-time collisions for the thermomechanical Cucker-Smale model with a singular communication. Networks and Heterogeneous Media, 2018, 13(3): 379-407. doi: 10.3934/nhm.2018017 |
[4] | Yacine Chitour, Guilherme Mazanti, Mario Sigalotti . Stability of non-autonomous difference equations with applications to transport and wave propagation on networks. Networks and Heterogeneous Media, 2016, 11(4): 563-601. doi: 10.3934/nhm.2016010 |
[5] | Kota Kumazaki, Adrian Muntean . Local weak solvability of a moving boundary problem describing swelling along a halfline. Networks and Heterogeneous Media, 2019, 14(3): 445-469. doi: 10.3934/nhm.2019018 |
[6] | Giuliano Aretusi, Christian Cardillo, Larry Murcia Terranova, Ewa Bednarczyk . A dissipation model for concrete based on an enhanced Timoshenko beam. Networks and Heterogeneous Media, 2024, 19(2): 700-723. doi: 10.3934/nhm.2024031 |
[7] | Zhong-Jie Han, Enrique Zuazua . Decay rates for elastic-thermoelastic star-shaped networks. Networks and Heterogeneous Media, 2017, 12(3): 461-488. doi: 10.3934/nhm.2017020 |
[8] | Olivier Guéant . New numerical methods for mean field games with quadratic costs. Networks and Heterogeneous Media, 2012, 7(2): 315-336. doi: 10.3934/nhm.2012.7.315 |
[9] | Antonio Fasano, Mario Primicerio, Andrea Tesi . A mathematical model for spaghetti cooking with free boundaries. Networks and Heterogeneous Media, 2011, 6(1): 37-60. doi: 10.3934/nhm.2011.6.37 |
[10] |
Linglong Du, Min Yang .
Pointwise long time behavior for the mixed damped nonlinear wave equation in |
In this paper, a swelling soil system with two nonlinear dampings of variable exponent-type is considered. The stability analysis of this system is investigated and it is proved that the system is stable under a natural condition on the parameters of the system and the variable exponents. It is noticed that one variable damping is enough to achieve polynomial and exponential decay and the decay is not necessarily improved if the system has two variable dampings.
Our aim for this work was to investigate the stability analysis for a swelling soil through the application of theory of the porous media. Precisely, we consider the following nonlinear swelling soil system:
{ρzztt−a1zxx−a2uxx+γ|zt|p(⋅)−2zt=0,in (0,1)×(0,∞),ρuutt−a3uxx−a2zxx+β|ut|q(⋅)−2ut=0,in (0,1)×(0,∞),u(x,0)=u0(x),ut(x,0)=u1(x),z(x,0)=z0(x),zt(x,0)=z1(x)x ∈[0,1],z(0,t)=z(1,t)=u(0,t)=u(1,t)=0t ≥0, | (1.1) |
where γ,β≥0 and the components z and u indicate the displacements of the fluid and the elastic solid material, respectively. The densities of each component are represented by the positive constant coefficients ρu and ρz. The coefficients a2≠0, a1>0, and a3>0 are positive constants that meet some particular requirements. The variables p(⋅) and q(⋅) are exponent functions that satisfy additional requirements that will be stated later.
This problem was proposed for the first time by Iecsan [1] and simplified by Quintanilla [2], as follows:
{ρzztt=P1x−G1+F1ρuutt=P2x+G2+F2, | (1.2) |
where the functions (P1,G1,F1), in that order, stand for the partial tension, internal body forces, and external forces, respectively, that are operating on the displacement. For (P2,G2,F2), but in the case of acting on the elastic solid, the definition is analogous. The constitutive equations for partial tensions are also provided by
[P1P2]=[a1a2a2a3]⏟A[zxux], | (1.3) |
where the matrix A has the positive definite property in the sense of a1a3≥a22. For more information about swelling soils, we refer the reader to [3,4,5,6,7]. Regarding the stability, Quintanilla [2] established an exponential decay for the system (1.2) where
G1=G2=ξ(zt−ut),F1=a3zxxt,F2=0, |
and ξ>0 is the gain feedback. By using the spectral approach, Wang and Guo [8] obtained the exponential stability result for the system (1.2) with
G1=G2=0,F1=−ρzγ(x)zt,F2=0, |
where γ(x) is an internal viscous damping function with a positive mean. After that, Ramos et al. [9] proved that the system (1.2) with
G1=G2=F1=0, F2=−γ(t)g(ut) |
is exponentially stable provided that the wave speeds of the system are equal. Regarding viscoelastic swelling systems, Al-Mahdi and Al-Gharabli [10] and Apalara [11] obtained general decay results for Systems (1.2) with
G1=G2=F1=0, F2=−∫t0g(t−s)uxx(x,s)ds |
for different classes of the relaxation function g. Similarly, Youkana et al. [12] considered the system (1.2) with
G1=G2=F2=0, F1=−∫t0g(t−s)zxx(x,s)ds |
and they came up with a general decay result without imposing the system's wave speed. Apalara et al. [13] established a general decay result for the system (1.2) with
G1=ξ1zt(x,t)+ξ2zt(x,t−τ), G2=0, F1=−∫t0g(t−s)zxx(x,s)ds, F2=0, |
without imposing the system's wave speed. The reader is referred to related research for other outcomes in porous elasticity systems, thermo-porous-elastic systems, Timoshenko systems, and other systems [2,8,14,15,16,17,18,19,20,21,22,23,24,25,26,27].
Equations with varying exponents of nonlinearity have drawn increasing amounts of attention in recent years. The applications to the mathematical modeling of non-Newtonian fluids are what have sparked such strong interest. These fluids include electro rheological fluid, which can undergo significant changes in response to an external electromagnetic field. A number of factors, including density, temperature, saturation, electric field, and others, affect the variable exponent of nonlinearity. We cite [28,29] for further details on the electro-rheological fluids mathematical model. We briefly mention a few of the many references [30,31,32,33,34,35,36] that discuss the existence, blow-up, and stability of viscoelastic systems with variable exponents. Regarding swelling systems with variable exponents, Al-Mahdi et al. [37] proved that the system (1.1) (with β=0) is exponentially and polynomially stable based on the range of the variable exponents. In the present work, we study the interaction between the two nonlinear dampings of variable exponent type in the system (1.1). We prove that one damping is enough to have exponential stability and two dampings do not improve the decay rates. In addition to the stability analysis, we present some numerical examples to illustrate the stability theory.
In this section, we take into account the following hypotheses:
● (A1): p,q:[0,1]→[1,∞) is a continuous function such that
p1:=essinfx∈[0,1]p(x),p2:=esssupx∈[0,1]p(x). |
where 1<p1≤p(x)≤p2<∞.
q1:=essinfx∈[0,1]q(x),q2:=esssupx∈[0,1]q(x). |
where 1<q1≤q(x)≤q2<∞. Additionally, by satisfying the log-Hölder continuity condition that is, for any λ with 0<λ<1, there exists a constant δ>0 such that,
|f(x)−f(y)|≤−δlog|x−y|,for allx,y∈Ω,with|x−y|<λ. | (2.1) |
● (A2): The coefficients denoted by ai,i=1,...,3 satisfy that a1a3−a22>0.
Throughout the paper, Ω=[0,1] and ¯c is a positive constant that depends on the coefficients of the system (1.1).
Lemma 2.1. The energy of the problem (1.1) is defined by
E(t)=12∫10[ρzz2t+ρuu2t+a3u2x+a1z2x+2a2zxux]dx, | (2.2) |
and it satisfies the following
E′(t)=−γ∫10|zt|p(⋅)dx−β∫10|ut|q(⋅)dx≤0. | (2.3) |
Proof. The proof of Eq (2.3) is straightforward by multiplying (1.1) by zt and ut respectively, integrating over the interval (0,1), using integration by parts, and performing some modifications.
In this section, we state our decay results in the following theorems:
Theorem 3.1. Assume that (A1–A2) hold and 1<p1,q1<2. Then, the energy functional (2.2) satisfies the for positive constants denoted by Ci,i=1,2,3, and for any t>0
{E(t)<C1(t+1)(q1−12−q1),ifγ=0andβ≠0;E(t)<C2(t+1)(p1−12−p1),ifγ≠0andβ=0;E(t)<C3(t+1)(¯p1−12−¯p1),ifγ≠0andβ≠0. | (3.1) |
where ¯p1=min{p1,q1}.
Theorem 3.2. Assume that (A1–A2) hold and p1,q1≥2. Then, the energy functional (2.2) satisfies the for some positive constants λi,σi,μi>0,i=1,2,3 and for any t≥0
{E(t)<μ1e−λ1t,ifγ=0,β≠0 and q2=2;E(t)<μ2e−λ2t,ifγ≠0,β=0 and p2=2;E(t)<μ3e−λ3t,ifγ≠0,β≠0 and p2=q2=2, | (3.2) |
and
{E(t)<σ1(t+1)(q2−22),ifγ=0,β≠0 and q2>2;E(t)<σ2(t+1)(p2−22),ifγ≠0,β=0 and p2>2;E(t)<σ3(t+1)(¯p2−22),ifγ≠0,β≠0 and p2,q2>2. | (3.3) |
where ¯p2=min{p2,q2}.
Theorem 3.3. Assume that (A1–A2) hold and p1≥2 and 1<q1<2. Then, the energy functional (2.2) satisfies the for some positive constants denoted by ϑi>0,i=1,...,6, and for any t≥0
{E(t)<ϑ1(t+1)(q1−12−q1)ifγ=0,β≠0 and q2≥q1;E(t)<ϑ2e−ϑ3t,ifγ≠0,β=0 and p2=2;E(t)<ϑ4(t+1)(p2−22),ifγ≠0,β=0 and p2>2.E(t)<ϑ5(t+1)(q1−12−q1)ifγ≠0,β≠0,p2=2 and q2≥q1;E(t)<ϑ6(t+1)(p2−22),ifγ≠0,β≠0,p2>2 and q2≥q1. | (3.4) |
In this section, we establish several lemmas needed for the proofs of our main results.
Lemma 4.1. Assume that (A1–A2) hold. The functional
χ1(t)=ρz∫10zzt dx−a2a3ρu∫10utz dx | (4.1) |
satisfies the for p1,q1≥2 and any ε1>0
χ′1(t)≤−α02a3∫10z2xdx+¯cε1∫10z2tdx+ε1∫10u2tdx+cγ2∫10|zt|p(x)dx+cβ2∫10|ut|q(x)dx, | (4.2) |
and for 1<p1,q1<2, the functional satisfies
χ′1(t)≤−α02a3∫10z2xdx+¯cε1∫10z2tdx+ε1∫10u2tdx+cγ2∫10|zt|p(x)dx+cβ2∫10|ut|q(x)dx+cγ2(∫10|zt|p(x)dx)p1−1+cβ2(∫10|ut|q(x)dx)q1−1, | (4.3) |
where α0=a1a3−a22>0 and ¯c>0 depends on a1,a2,a3,ρu,ρz.
Proof. By considering Eq (1.1) and integrating by parts, we obtain
χ′1(t)=ρz∫10z2tdx−[a1−a22a3]∫10z2xdx−a2a3ρu∫10utztdx+a2∫10zxuxdx−a2∫10zxuxdx−γ∫10|zt|p(⋅)−2ztzdx−a2a3β∫10|ut|q(⋅)−2utzdx. | (4.4) |
Using Young's inequality, we get the for any ε1>0
−a2a3ρu∫10utzt dx≤ε1∫10u2tdx+a224ε1a23ρ2u∫10z2tdx. | (4.5) |
Applying Young's inequality with ζ(x)=p(x)p(x)−1 and ζ∗(x)=p(x) helps to estimate the last two terms in (4.4) as follows: For a.e x∈Ω and any δ1>0, we have
|zt|p(x)−2ztz≤δ1|z|p(x)+cδ1(x)|zt|p(x), |
where
cδ1(x)=δ1−p(x)1(p(x))−p(x)(p(x)−1)p(x)−1. |
Hence,
−∫Ωz|zt|p(x)−2ztdx≤δ1∫Ω|z|p(x)dx+∫Ωcδ1(x)|zt|p(x)dx. | (4.6) |
Next, using Eqs (2.2) and (2.3), Poincaré's inequality and the embedding property, we get
∫Ω|z|p(x)dx=∫Ω+|z|p(x)dx+∫Ω−|z|p(x)dx≤∫Ω+|z|p2dx+∫Ω−|z|p1dx≤∫Ω|z|p2dx+∫Ω|z|p1dx≤cp1e||zx||p12+cp2e||zx||p22≤(cp1e||zx||p1−22+cp2e||zx||p2−22)||zx||22≤(cp1e(2a1E(0))p1−2+cp2e(2a1E(0))p2−2)||zx||22≤c1||zx||22, | (4.7) |
where ce is the embedding constant,
Ω+={x∈Ω:|z(x,t)|≥1},Ω−={x∈Ω:|z(x,t)|<1} |
and
c1=(cp1e(2a1E(0))p1−2+cp2e(2a1E(0))p2−2). | (4.8) |
Then, Eqs (4.6) and (4.7) yield
−γ∫Ωz|zt|p(x)−2ztdx≤δ1c1||zx||22+γ2∫Ωcδ1(x)|zt|p(x)dx. | (4.9) |
Similarly, we can have
−a2a3β∫Ωz|ut|q(x)−2utdx≤δ1c1||zx||22+a22β2a23∫Ωcδ1(x)|ut|q(x)dx. | (4.10) |
By combining all estimates (4.4)–(4.10), and selecting δ1=α04a3c1, it follows that cδ(x) remains bounded; then, estimate (4.2) is established.
To prove Eq (4.3), we re-estimate the last two terms in Eq (4.4) as follows:
First, we set
Ω1={x∈Ω:p(x)<2}andΩ2={x∈Ω:p(x)≥2}. |
Then, we have
−∫Ωz|zt|p(x)−2ztdx=−∫Ω1z|zt|p(x)−2ztdx−∫Ω2z|zt|p(x)−2ztdx. | (4.11) |
We notice that on Ω1, we have
2p(x)−2<p(x),and2p(x)−2≥2p1−2. | (4.12) |
Therefore, by using Young's and Poincaré's inequalities, then (4.12) leads to
−∫Ω1z|zt|p(x)−2ztdx≤η∫Ω1|z|2dx+14η∫Ω1|zt|2p(x)−2dx≤η||zx||22+cη[∫Ω+1|zt|2p(x)−2dx+∫Ω−1|zt|2p(x)−2dx]≤η||zx||22+cη[∫Ω+1|zt|p(x)dx+∫Ω−1|zt|2p1−2dx]≤η||zx||22+cη[∫Ω|zt|p(x)dx+(∫Ω−1|zt|2dx)p1−1]≤η||zx||22+cη[∫Ω|zt|p(x)dx+(∫Ω−1|zt|p(x)dx)p1−1]≤η||zx||22+cη[∫Ω|zt|p(x)dx+(∫Ω|zt|p(x)dx)p1−1], | (4.13) |
where
Ω+1={x∈Ω1:|zt(x,t)|≥1}andΩ−1={x∈Ω1:|zt(x,t)|<1}. | (4.14) |
Next, we have the following for the case p(x)≥2
−∫Ω2z|zt|p(x)ztdx≤η||zx||22+∫Ωcη(x)|zt|p(x)dx. | (4.15) |
Therefore, we conclude that
−γ∫Ωz|zt|p(x)ztdx≤2η||zx||22+γ2cη[∫Ω|zt|p(x)dx+(∫Ω|zt|p(x)dx)p1−1]. | (4.16) |
Similarly, we can get
−a2βa3∫Ωz|ut|q(x)−2utdx≤2η||zx||22+β2cη[∫Ω|ut|q(x)dx+(∫Ω|ut|q(x)dx)q1−1]. | (4.17) |
Selecting η=α8a3, that cδ(x) remains bounded; and, then, combining Eqs (4.11)–(4.17), estimate (4.3) is established.
Lemma 4.2. Assume that (A1–A2) hold. The functional
χ2(t)=−ρz∫10ztzdx | (4.18) |
satisfies the for p1≥2 and any ε2,δ2>0:
χ′2(t)≤−ρz∫10z2tdx+[a1+a224ε2+c1δ2]∫10z2xdx+ε2∫10u2xdx+γ2∫Ωcδ2(x)|zt|p(x)dx, | (4.19) |
and for 1<p1<2, the functional satisfies
χ′2(t)≤−ρz∫10z2tdx+[a1+a224ε2+c1δ2]∫10z2xdx+ε2∫10u2xdx+γ2∫Ωcδ2(x)|zt|p(x)dx+cγ2(∫10|zt|p(x)dx)p1−1, | (4.20) |
where c1 is defined in Eq (4.8).
Proof. Direct computations using Eq (1.1) give
χ′2(t)=−ρz∫10z2tdx+a1∫10z2xdx+a2∫10zxuxdx−γ∫Ωz|zt|p(x)−2ztdx | (4.21) |
Hence, Young's inequality and the same estimates for the last term in Eq (4.21) yield Eqs (4.19) and (4.20).
Lemma 4.3. Assume that (A1–A2) hold. The functional
χ3(t)=a2ρzρu∫10uzt dx−a2ρuρz∫10zut dx | (4.22) |
satisfies the for p1,q1≥2 and any η1>0:
χ′3(t)≤−a22ρu4∫10u2xdx+cγ2∫10|zt|p(⋅)dx+¯c∫10z2xdx+cβ2∫10|ut|q(⋅)dx, | (4.23) |
and for 1<p1,q1<2, the functional satisfies
χ′3(t)≤−a22ρu4∫10u2xdx+cγ2∫10|zt|p(⋅)dx+¯c∫10z2xdx+cβ2∫10|ut|q(⋅)dx+cβ2(∫10|ut|q(x)dx)q1−1+cγ2(∫10|zt|p(x)dx)p1−1, | (4.24) |
where ¯c>0 depends on a1,a2,a3,ρu,ρz.
Proof. By exploiting (1.1), we have
χ′3(t)=a2ρzρu∫10utzt dx−a2ρuρz∫10utzt dx−a2a1ρu∫10uxzx dx−a22ρu∫10u2x dx+a2a3ρz∫10zxuxdx+a22ρz∫10z2xdx−a2γρu∫10|zt|p(x)−2ztudx+a2βρz∫10|ut|q(x)−2utzdx. | (4.25) |
Using Young's inequality, we get
a2(a3ρz−a1ρu)∫10uxzx dx≤a22ρu2∫10u2x dx+¯c∫10z2xdx, | (4.26) |
where ¯c>0 depends on a1,a2,a3,ρu,ρz. To estimate the last two terms in (4.25), we apply Young's inequality with ζ(x)=p(x)p(x)−1 and ζ∗(x)=p(x). So, for a.e x∈Ω and any δ3>0, we have
|zt|p(x)−2ztu≤δ3|u|p(x)+cδ3(x)|zt|p(x), |
where
cδ3(x)=δ1−p(x)3(p(x))−p(x)(p(x)−1)p(x)−1. |
Hence,
ρua2∫Ωu|zt|p(x)−2ztdx≤δ3∫Ω|u|p(x)dx+a22ρ2u∫Ωcδ3(x)|zt|p(x)dx. | (4.27) |
Using Eqs (2.2) and (2.3), Poincaré's inequality and the embedding property, we find that
∫Ω|u|p(x)dx=∫Ω+|u|p(x)dx+∫Ω−|u|p(x)dx≤∫Ω+|u|p2dx+∫Ω−|u|p1dx≤∫Ω|u|p2dx+∫Ω|u|p1dx≤cp1e||ux||p12+cp2e||ux||p22≤(cp1e||ux||p1−22+cp2e||ux||p2−22)||ux||22≤(cp1e(2a3E(0))p1−2+cp2e(2a3E(0))p2−2)||ux||22≤c3||ux||22, | (4.28) |
where ce is the embedding constant,
Ω+={x∈Ω:|u(x,t)|≥1},Ω−={x∈Ω:|u(x,t)|<1} |
and
c3=(cp1e(2a3E(0))p1−2+cp2e(2a3E(0))p2−2). | (4.29) |
Then, Eqs (4.27) and (4.28) yield
a2ρuγ∫Ωu|zt|p(x)−2ztdx≤δ3c3||ux||22+γ2∫Ωcδ3(x)|zt|p(x)dx. | (4.30) |
In the same way, we get
a2ρzβ∫Ωz|ut|q(x)−2utdx≤ω3c1||zx||22+β2∫Ωcω3(x)|ut|q(x)dx, | (4.31) |
where c1,c3 have been defined in Eqs (4.8) and (4.29).
Combining all of the above estimates and selecting δ3=a22ρu4c3 and ω3=1c1 we arrive at Eq (4.23).
To prove Eq (4.24), we re-estimate the last two terms in Eq (4.25) as in the above calculations to obtain
−a2ρuγ∫Ωu|zt|p(x)ztdx≤2ηc3||ux||22+γ2∫Ωcη(x)|zt|p(x)dx+γ2cη(∫10|zt|p(x)dx)p1−1, | (4.32) |
and
a2ρzβ∫Ωz|ut|q(x)utdx≤2λc1||zx||22+β2∫Ωcλ(x)|ut|q(x)dx+β2cλ(∫10|ut|q(x)dx)q1−1, | (4.33) |
Then, by selecting η=a22ρu8c3 and λ=12c1, estimate (4.24) is established.
Lemma 4.4. Assume that (A1–A2) hold. The functional
χ4(t)=−ρuε∫10utu dx | (4.34) |
satisfies the for some ε>0, and q1≥2
χ′4(t)≤−ερu∫10u2t dx+3εa32∫10u2xdx+εa22a3∫10z2xdx+cβ2∫10|ut|q(x)dx, | (4.35) |
and for 1<q1<2,
χ′4(t)≤−ερu∫10u2t dx+3εa32∫10u2xdx+εa22a3∫10z2xdx+cβ2∫10|ut|q(x)dx+cβ2(∫10|ut|q(x)dx)q1−1dx. | (4.36) |
Proof. Direct computations using Eq (1.1) yield
χ′4(t)=−ρuε∫10u2t dx+εa3∫10u2x dx+εa2∫10uxzxdx−εβ∫10u|ut|q(x)utdx. | (4.37) |
Estimates (4.35) and (4.36) can be established in a similar manner as for the above estimations.
Lemma 4.5. Assume that (A1–A2) hold. If p1,q1≥2, then
∫10z2tdx≤−E′(t),ifp2=2,∫10u2tdx≤−E′(t),ifq2=2, | (4.38) |
and
∫10z2tdx≤−E′(t)+c(−E′(t))2p2,ifp2>2∫10u2tdx≤−E′(t)+c(−E′(t))2q2,ifq2>2. | (4.39) |
Proof. By recalling Eq (2.3), it is easy to establish Eq (4.38). To prove the first estimate in Eq (4.39), we set the following partitions
Ω1={x∈Ω:|zt|≥1} andΩ2={x∈Ω:|zt|<1}. | (4.40) |
Using the Hölder and Young inequalities and Eq (2.2), we obtain the following for Ω1,
∫Ω1z2tdx≤∫Ω|zt|p(x)dx=−E′(t), | (4.41) |
and for Ω2, we get
∫Ω2z2tdx≤c(∫Ω2|zt|p2dx)2p2≤c(∫Ω2|zt|p(x)dx)2p2≤c(∫Ω|zt|p(x)dx)2p2=c(−E′(t))2p2. | (4.42) |
Combining Eqs (4.41) and (4.42), the first estimate in Eq (4.39) can be established; also, repeat the same steps to establish the second estimate in Eq (4.39).
In this section, we prove our decay results in Theorems 3.1, 3.2 and 3.3.
Proof. To prove Theorem 3.1, let
L(t)=μE(t)+μ1χ1(t)+μ2χ2(t)+μ3χ3(t)+μ4χ4(t) | (5.1) |
where μ,μ1,μ2,μ3,μ4 are positive constants to be properly chosen. By taking the derivative of the functional L and using all of the above estimates (4.2)–(4.35), we obtain
L′(t)≤−(μ3α2−μ2ε2−3εa3μ42)∫10u2xdx−(μ1α2a3−μ2¯cε2−c1δ2μ2−¯cμ3−εa22μ4a3)∫10z2x dx−(ρzμ2−μ1¯cε1)∫10z2tdx−(εμ4ρu−ε1μ1)∫10u2tdx−[γμ−cγ2μ1−cγ2μ2−cγ2μ3]∫10|zt|p(⋅)dx+cγ2(∫10|zt|p(x)dx)p1−1−[βμ−cβ2μ1−cβ2μ3−cβ2μ4]∫10|ut|q(⋅)dx+cβ2(∫10|ut|q(x)dx)q1−1 |
Choosing εi=μi,i=1,2, and δ2=1μ2, the above estimate becomes
L′(t)≤−(μ3α2−μ22−3εa3μ42)∫10u2xdx−(μ1α2a3−¯c−c1−¯cμ3−εa22μ4a3)∫10z2xdx−(ρzμ2−¯c)∫10z2tdx−(εμ4ρu−μ21)∫10u2tdx−[γμ−cγ2μ1−cγ2μ2−cγ2μ3]∫10|zt|p(⋅)dx+cγ2(∫10|zt|p(x)dx)p1−1−[βμ−cβ2μ1−cβ2μ2−cβ2μ4]∫10|ut|q(⋅)dx+cβ2(∫10|ut|q(x)dx)q1−1. |
First, we select μ2 such that
ρzμ2−¯c>1. |
Then, we choose μ3 large enough such that
Λ1:=μ3α2−μ22>0. |
Next, we choose μ1 large enough such that
Λ2:=μ1α2a3−¯c−c1−¯cμ3>0. |
Now, we choose μ4 such that
εμ4ρu−μ21>1. |
Select ε such that
ε=min[2Λ13a3μ4,a3Λ23a22μ4] |
After fixing μi, where i=1,2,3,4, we select μ large enough such that
γμ−cγ2μ1−cγ2μ2−cγ2μ3>1, |
βμ−cβ2μ1−cβ2μ2−cβ2μ4>1, |
and L∼E. That is, we can find two positive constants α1 and α2 such that
α1E(t)≤L(t)≤α2E(t), | (5.2) |
On the other hand, Young's inequality and (2.2) allow us to obtain
E(t)≤ˉc∫10(u2t+u2x+z2t+z2x)dx. | (5.3) |
Hence, estimate (5.2) becomes as follows for any t≥0 and some positive constant α3,
L′(t)≤−α3∫10(u2t+u2x+z2t+z2x)dx+cγ2(∫10|zt|p(x)dx)p1−1+cβ2(∫10|ut|q(x)dx)q1−1. | (5.4) |
Then, from Eqs (5.3) and (5.4), we get the following for some positive constant α4,
L′(t)≤−α4E(t)+cγ2(∫10|zt|p(x)dx)p1−1+cβ2(∫10|ut|q(x)dx)q1−1,t≥0. | (5.5) |
Thanks to Eq (5.2), we get the following for any t≥0 and some positive constant α5,
L′(t)≤−α5L(t)+cγ2(∫10|zt|p(x)dx)p1−1+cβ2(∫10|ut|q(x)dx)q1−1. |
Recalling Eq (2.3) and multiplying the above equation by Eα(t), where α>0, we obtain
Eα(t)L′(t)≤−α5Eα+1(t)+cγ2Eα(t)(−E′(t))p1−1+cβ2Eα(t)(−E′(t))q1−1. | (5.6) |
● If γ=0 and β≠0, then we have
Eα(t)L′(t)≤−α5Eα+1(t)+cβ2Eα(t)(−E′(t))q1−1. | (5.7) |
Using Young's inequality with ζ=1q1−1 and ζ∗=12−q1, for any ε>0, we have
Eα(t)L′(t)≤−α5Eα+1(t)+α5εEα2−q1(t)+cε(−E′(t)). | (5.8) |
Taking α=2−q1q1−1>0, we have
Eα(t)L′(t)≤−α5(1−ε)Eα+1(t)+cε(−E′(t)). | (5.9) |
By taking ε small enough Eq (5.9) becomes:
L′1(t)≤−α6Eα+1(t),∀t≥0, | (5.10) |
where L1=EαL+cE∼E. Integrating (5.10) over (0,t), we obtain
E(t)<cq1(t+1)1α,∀t>0, | (5.11) |
where α=2−q1q1−1. Then the first estimate in Eq (3.1) is proved.
● If γ≠0 and β=0, then we have
Eα(t)L′(t)≤−α5Eα+1(t)+cγ2Eα(t)(−E′(t))p1−1. | (5.12) |
The proof of the second estimate in (3.1) is straightforward. obtained in a similar manner as for the above one.
● If γ≠0 and β≠0, then we have
Eα(t)L′(t)≤−α5Eα+1(t)+α5εEα2−p1+α5εEα2−q1+cε(−E′(t)). | (5.13) |
Now, we discuss two cases:
Case 1: If p1>q1, then
Eα(t)L′(t)≤−α5Eα+1(t)+α5εEα2−p1+α5εEα2−p1Eα(q1−p1)(2−p1)(2−q1)+cε(−E′(t)). | (5.14) |
Since E is non-increasing, then we get
Eα(t)L′(t)≤−α5Eα+1(t)+α5εEα2−p1+α5εEα2−p1E(0)α(q1−p1)(2−p1)(2−q1)+cε(−E′(t)). | (5.15) |
Then, Eq (5.15) becomes
Eα(t)L′(t)≤−α5Eα+1(t)+α5εEα2−p1+cα5εEα2−p1+2cε(−E′(t)). | (5.16) |
From Eq (5.16), we have
Eα(t)L′(t)≤−α5(1−ε−cε)Eα+1(t)+cε(−E′(t)). | (5.17) |
By taking ε small enough Eq (5.17) becomes:
L′1(t)≤−α6Eα+1(t),∀t≥0, | (5.18) |
where L1=EαL+cE∼E. Integrating (5.25) over (0,t), we get
E(t)<cp1(t+1)1α,∀t>0, | (5.19) |
where α=2−p1p1−1.
Case 2: If q1<p1, we will get
E(t)<cq1(t+1)1α,∀t>0, | (5.20) |
where α=2−q1q1−1>0. So, by taking ¯p1=min{p1,q1}, the proof of the last estimate in Eq (3.1) is completed.
Proof. To prove Theorem 3.2, we reformulate the integrals ∫10z2tdx and ∫10u2tdx in Eq (5.2) and recall that the integrals (∫10|zt|p(x)dx)p1−1and(∫10|ut|q(x)dx)q1−1 are not relevant in this situation; thus, we have
L′(t)≤−(μ3α2−μ22−3εa3μ42)∫10u2xdx−(μ1α2a3−¯c−c1−¯cμ3−εa22μ4a3)∫10z2xdx−ρzμ2∫10z2tdx−εμ4ρu∫10u2tdx+¯c∫10z2tdx+μ21∫10u2tdx−[γμ−cγ2μ1−cγ2μ2−cγ2μ3]∫10|zt|p(⋅)dx−[βμ−cβ2μ1−cβ2μ3−cβ2μ4]∫10|ut|q(⋅)dx. | (5.21) |
We shall prove the case that γ,β≠0 and the other cases will be straightforward by letting either γ=0 or β=0. Let us select μ2=1 and εμ4=1. Then it is easy to select μ3 and then μ1; finally, we can select μ large enough such that estimate (5.21) becomes
L′(t)≤−β1∫10(u2t+u2x+z2t+z2x)dx+¯c∫10z2tdx+¯c∫10u2tdx,∀t≥0 | (5.22) |
and for two positive constants β2 and β3,
β2E(t)≤L(t)≤β3E(t), | (5.23) |
By recalling Poincaré's inequality and the energy functional defined in Eq (2.2), estimate Eq (5.22) becomes, for a positive constant β4,
L′(t)≤−β4E(t)+¯c∫10z2tdx+¯c∫10u2tdx,∀t≥0, | (5.24) |
and thanks to Eq (5.23), we get the following for any t≥0
L′(t)≤−β5L(t)+¯c∫10z2tdx+¯c∫10u2tdx. |
Here, we will discuss two cases:
Case Ⅰ: If p2=q2=2, then by using Lemma 4.5, we have
L′(t)≤−β5L(t)+c(−E′(t)). |
This gives
L′1(t)≤−β5L(t). |
where L1=(L+cE)∼E. Integrating the last estimate over the interval (0,t) and using the equivalence properties L1,L∼E, the proof of the last estimate in (3.4) is completed.
Case Ⅱ: If p2,q2>2, then by using Lemma 4.5, we have
L′(t)≤−β5L(t)+(−E′(t))2p2+(−E′(t))2q2. |
Multiplying the last equation by Eα where α=p2−22>0, we obtain
EqL′(t)≤−β5EαL(t)+Eα(−E′(t))2p2+Eα(−E′(t))2q2. |
Applying Young's inequality twice, we obtain the following for ε>0
EαL′(t)≤−α5Eα+1L(t)+εEαp2p2−2+εEαq2q2−2+Cε(−E′(t)). |
We will discuss two cases:
Case A: If p2<q2, we will have
EαL′(t)≤−α5Eα+1L(t)+εEαp2p2−2+εEαp2p2−2E2α(p2−q2)(p2−2)(q2−2)+Cε(−E′(t)). |
Using the non-increasing property of E, we get
EαL′(t)≤−(α5−ε−cε)Eα+1L(t)+Cε(−E′(t)). |
Taking ε small enough, the above estimate becomes:
L2(t)≤−β6Eα+1(t),∀t≥0, | (5.25) |
where L2=EαL+cE∼E.
Integration over (0,t), using E∼L2 gives
E(t)<cp2(t+1)1/α,∀t>0, | (5.26) |
where α=p2−22.
Case B: If q2<p2, we will get
E(t)<cq2(t+1)1/α,∀t>0, | (5.27) |
where α=q2−22. So, by taking ¯p2=min{p2,q2}, the proof of the last estimate in Eq (3.3) is completed.
The proof of this theorem can be obtained by repeating proofs similar to those in Theorem 3.1 and Theorem 3.2.
In the numerical part of this paper, we computationally justify our theoretical results form Theorems 3.1, 3.2 and 3.3. We examine the suggested fourteen cases according to our theorems. For the spatial and temporal discretization of the system (1.6), we use a second-order finite difference method in time and space for the space-time domain [0,L]×[0,Te]=[0,1]×[0,10]. Thereafter, we implement the conservative Lax-Wendroff scheme. Finally, we discuss the computational confirmation of our theoretical results. Moreover, we compare these fourteen tests accordingly. We would also like to mention that, for references for similar construction, we invite the readers to see [36,37,38,39]. According to the assumptions and conditions of our theorems, we chose to simulate the temporal evolution of the waves for the following tests:
From Theorem 3.1, we examine the following cases
● TEST 1:
(i) ρu=1;ρz=1;γ=0;β=1;a1=2;a2=0.5; and a3=2.
(ii) p(x)=q(x)=2−11+x.
● TEST 2:
(i) ρu=1;ρz=1;γ=1;β=0;a1=2;a2=0.5; and a3=2.
(ii) p(x)=q(x)=2−11+x.
● TEST 3:
(i) ρu=1;ρz=1;γ=1;β=1;a1=2;a2=0.5; and a3=2.
(ii) p(x)=q(x)=2−11+x.
From Theorem 3.2, we examine the following cases
● TEST 4:
(i) ρu=1;ρz=1;γ=0;β=1;a1=2;a2=0.5; and a3=2.
(ii) p(x)=2+11+x and q(x)=2.
● TEST 5:
(i) ρu=1;ρz=1;γ=1;β=0;a1=2;a2=0.5; and a3=2.
(ii) q(x)=2+11+x and p(x)=2.
● TEST 6:
(i) ρu=1;ρz=1;γ=1;β=1;a1=2;a2=0.5; and a3=2.
(ii) q(x)=p(x)=2.
● TEST 7:
(i) ρu=1;ρz=1;γ=0;β=1;a1=2;a2=0.5; and a3=2.
(ii) p(x)=2 and q(x)=2+11+x.
● TEST 8:
(i) ρu=1;ρz=1;γ=1;β=0;a1=2;a2=0.5; and a3=2.
(ii) q(x)=2 and p(x)=2+11+x.
● TEST 9:
(i) ρu=1;ρz=1;γ=1;β=1;a1=2;a2=0.5; and a3=2.
(ii) q(x)=p(x)=2+11+x.
From Theorem 3.3, we examine the following cases
● TEST 10:
(i) ρu=1;ρz=1;γ=0;β=1;a1=2;a2=0.5; and a3=2.
(ii) p(x)=2+11+x and q(x)=2−11+x.
● TEST 11:
(i) ρu=1;ρz=1;γ=1;β=0;a1=2;a2=0.5; and a3=2.
(ii) q(x)=2−11+x and p(x)=2.
● TEST 12:
(i) ρu=1;ρz=1;γ=1;β=0;a1=2;a2=0.5; and a3=2.
(ii) q(x)=2−11+x and p(x)=2+11+x.
● TEST 13:
(i) ρu=1;ρz=1;γ=1;β=1;a1=2;a2=0.5; and a3=2.
(ii) q(x)=2+11+x and p(x)=2.
● TEST 14:
(i) ρu=1;ρz=1;γ=1;β=1;a1=2;a2=0.5; and a3=2.
(ii) q(x)=2+1.11+x and p(x)=2+11+x.
To ensure the numerical stability of the implemented numerical scheme, we chose to design our code to satisfy the spatiotemporal Courant-Friedrichs-Lewy (CFL) condition, given as Δt<0.5Δx, where Δt represents the time step and Δx is the spatial step. The spatial interval [0,1] has been subdivided into 500 subintervals, whereas the temporal interval [0,Te]=[0,10] was deduced from the stability condition above. We ran our code for 20000 time steps by using the following initial conditions:
u(x,0)=(1−x)xandut(x,0)=0in [0,1].z(x,0)=sin(πx)andzt(x,0)=0in [0,1]. | (6.1) |
In the first block of the numerical Tests 1–3, we examined the polynomial decay of the energy derived from u and z. These results were proved in Theorem 3.1. Given the initial and boundary conditions 6.1 and the parameters mentioned above (see TEST 1–3, (ⅰ) and (ⅱ)), in Figures 1–3, we have plotted the energy function and the three cross sections at x=0.25,0.5 and at 0.75, where the polynomial decay of the energy is clearly assured.
In the second block of the numerical Tests 4–6, we evaluated the polynomial decay of the energy. These results were proved in Theorem 3.2. Given the same initial and boundary conditions in 6.1 for TEST 4–6, (ⅰ) and (ⅱ), in Figures 4–6, we have plotted the energy function and the three cross sections at x=0.25,0.5 and 0.75, where the exponential decay of the energy has been numerically proved.
In the third block of the numerical Tests 7–9, we examine again the polynomial decay of the energy. These results have been proven in the last three cases of Theorem 3.2. Given the same initial and boundary conditions in 6.1 and the parameters mentioned above (see TEST 7–9, (ⅰ) and (ⅱ)), in Figures 7–9, we have plotted the energy function and the three cross sections x=0.25,0.5, and 0.75, where the polynomial decay of the energy has been numerically proved.
In the fourth block of the numerical Tests 10–14, we examined other cases leading to the polynomial decay of the energy. These results have been proven in the last three cases of Theorem 3.3. Under the same initial and boundary conditions in 6.1 and the parameters mentioned above (see TEST 10–14, (ⅰ) and (ⅱ)), in Figures 10–14, we have plotted the energy function and the three cross sections at x=0.25,0.5 and 0.75, where the polynomial decay of the energy has been numerically proved.
Finally, it should be stressed that our numerical simulations show the energy decay that was proved in Theorems 3.1, 3.2 and 3.3. Obviously, in some cases the polynomial decay could be easily deduced from the exponential decay behavior of the energy. This result can be accepted, since the required and expected result is the polynomial one. We are pretty sure that for other choices of the initial solutions and a rigorous choice of the functional parameters, we could get a clear discrepancy between the energy functions reflecting the polynomial and exponential decays.
In this study, we considered a swelling elastic system with two nonzero dampings of the variable exponent type. We discussed different cases and proved that the system is exponentially and polynomially stable, and that the stability results depend on the values of p1,p2,q1,q2. In addition, we conclude that the decay estimate is not necessarily improved if the system has two dampings.
The authors declare that they have not used Artificial Intelligence (AI) tools in the creation of this article.
The authors thank King Fahd University of Petroleum and Minerals (KFUPM) and the University of Sharjah (RGs MASEP & BioInformatics FG) for their continuous supports.
The authors declare that there is no conflict of interest.
[1] |
D. Ieşan, On the theory of mixtures of thermoelastic solids, J. Therm. Stress., 14 (1991), 389–408. https://doi.org/10.1080/01495739108927075 doi: 10.1080/01495739108927075
![]() |
[2] |
R. Quintanilla, Exponential stability for one-dimensional problem of swelling porous elastic soils with fluid saturation, J. Comput. Appl. Math., 145 (2002), 525–533. https://doi.org/10.1016/S0377-0427(02)00442-9 doi: 10.1016/S0377-0427(02)00442-9
![]() |
[3] |
L. Payne, J. Rodrigues, B. Straughan, Effect of anisotropic permeability on Darcy's law, Math. Methods Appl. Sci., 24 (2001), 427–438. https://doi.org/10.1002/mma.228 doi: 10.1002/mma.228
![]() |
[4] | R. L. Handy, A stress path model for collapsible loess, Genesis and Properties of Collapsible Soils, Dordrecht: Springer, 1995, 33–47. https://doi.org/10.1007/978-94-011-0097-7 |
[5] | R. Leonard, Expansive soils. Shallow Foundation, Kansas: Regent Centre, University of Kansas, 1989. |
[6] |
A. C. Eringen, A continuum theory of swelling porous elastic soils, Int J Eng Sci, 32 (1994), 1337–1349. https://doi.org/10.1016/0020-7225(94)90042-6 doi: 10.1016/0020-7225(94)90042-6
![]() |
[7] |
A. Bedford, D. S. Drumheller, Theories of immiscible and structured mixtures, Int J Eng Sci, 21 (1983), 863–960. https://doi.org/10.1016/0020-7225(83)90071-X doi: 10.1016/0020-7225(83)90071-X
![]() |
[8] |
J. M. Wang, B. Z. Guo, On the stability of swelling porous elastic soils with fluid saturation by one internal damping, IMA J Appl Math, 71 (2006), 565–582. https://doi.org/10.1093/imamat/hxl009 doi: 10.1093/imamat/hxl009
![]() |
[9] |
A. Ramos, M. Freitas, D. Almeida Jr, A. Noé, M. D. Santos, Stability results for elastic porous media swelling with nonlinear damping, J. Math. Phys., 61 (2020), 101505. https://doi.org/10.1063/5.0014121 doi: 10.1063/5.0014121
![]() |
[10] |
A. M. Al-Mahdi, M. M. Al-Gharabli, New general decay results in an infinite memory viscoelastic problem with nonlinear damping, Bound. Value Probl., 2019 (2019), 140. https://doi.org/10.1186/s13661-019-1253-6 doi: 10.1186/s13661-019-1253-6
![]() |
[11] |
T. A. Apalara, General stability result of swelling porous elastic soils with a viscoelastic damping, Z Angew Math Phys, 71 (2020), 1–10. https://doi.org/10.1007/s00033-020-01427-0 doi: 10.1007/s00033-020-01427-0
![]() |
[12] |
A. Youkana, A. M. Al-Mahdi, S. A. Messaoudi, General energy decay result fora viscoelastic swelling porous-elastic system, Z Angew Math Phys, 73 (2022), 1–17. https://doi.org/10.1007/s00033-022-01696-x doi: 10.1007/s00033-022-01696-x
![]() |
[13] |
T. A. Apalara, M. O. Yusuf, B. A. Salami, On the control of viscoelastic damped swelling porous elastic soils with internal delay feedbacks, J. Math. Anal. Appl., 504 (2021), 125429. https://doi.org/10.1016/j.jmaa.2021.125429 doi: 10.1016/j.jmaa.2021.125429
![]() |
[14] |
P. X. Pamplona, J. E. M. Rivera, R. Quintanilla, Stabilization in elastic solids with voids, J. Math. Anal. Appl., 350 (2009), 37–49. https://doi.org/10.1016/j.jmaa.2008.09.026 doi: 10.1016/j.jmaa.2008.09.026
![]() |
[15] |
A. Magãna, R. Quintanilla, On the time decay of solutions in porous-elasticity with quasi-static microvoids, J. Math. Anal. Appl., 331 (2007), 617–630. https://doi.org/10.1016/j.jmaa.2006.08.086 doi: 10.1016/j.jmaa.2006.08.086
![]() |
[16] |
J. Muñoz-Rivera, R. Quintanilla, On the time polynomial decay in elastic solids with voids, J. Math. Anal. Appl., 338 (2008), 1296–1309. https://doi.org/10.1016/j.jmaa.2007.06.005 doi: 10.1016/j.jmaa.2007.06.005
![]() |
[17] |
A. Soufyane, Energy decay for porous-thermo-elasticity systems of memory type, Appl. Anal., 87 (2008), 451–464. https://doi.org/10.1080/00036810802035634 doi: 10.1080/00036810802035634
![]() |
[18] |
S. A. Messaoudi, A. Fareh, General decay for a porous-thermoelastic system with memory: the case of nonequal speeds, Acta Math. Sci., 33 (2013), 23–40. https://doi.org/10.1016/S0252-9602(12)60192-1 doi: 10.1016/S0252-9602(12)60192-1
![]() |
[19] |
T. A. Apalara, General decay of solutions in one-dimensional porous-elastic system with memory, J. Math. Anal. Appl., 469 (2019), 457–471. https://doi.org/10.1016/j.jmaa.2017.08.007 doi: 10.1016/j.jmaa.2017.08.007
![]() |
[20] |
T. A. Apalara, A general decay for a weakly nonlinearly damped porous system, J Dyn Control Syst, 25 (2019), 311–322. https://doi.org/10.1007/s10883-018-9407-x doi: 10.1007/s10883-018-9407-x
![]() |
[21] |
B. Feng, T. A. Apalara, Optimal decay for a porous elasticity system with memory, J. Math. Anal. Appl., 470 (2019), 1108–1128. https://doi.org/10.1016/j.jmaa.2018.10.052 doi: 10.1016/j.jmaa.2018.10.052
![]() |
[22] |
B. Feng, M. Yin, Decay of solutions for a one-dimensional porous elasticity system with memory: the case of non-equal wave speeds, Math Mech Solids, 24 (2019), 2361–2373. https://doi.org/10.1177/1081286518757299 doi: 10.1177/1081286518757299
![]() |
[23] |
P. S. Casas, R. Quintanilla, Exponential decay in one-dimensional porous thermo-elasticity, Mech Res Commun, 32 (2005), 652–658. https://doi.org/10.1016/j.mechrescom.2005.02.015 doi: 10.1016/j.mechrescom.2005.02.015
![]() |
[24] |
M. Santos, A. Campelo, D. S. Almeida Júnior, On the decay rates of porous elastic systems, J Elast, 127 (2017), 79–101. https://doi.org/10.1007/s10659-016-9597-y doi: 10.1007/s10659-016-9597-y
![]() |
[25] |
T. A. Apalara, General stability of memory-type thermoelastic timoshenko beam acting on shear force, Continuum Mech. Thermodyn., 30 (2018), 291–300. https://doi.org/10.1007/s00161-017-0601-y doi: 10.1007/s00161-017-0601-y
![]() |
[26] |
F. Ammar-Khodja, A. Benabdallah, J. M. Rivera, R. Racke, Energy decay for timoshenko systems of memory type, J. Differ. Equ., 194 (2003), 82–115. https://doi.org/10.1016/S0022-0396(03)00185-2 doi: 10.1016/S0022-0396(03)00185-2
![]() |
[27] |
A. M. Al-Mahdi, M. M. Al-Gharabli, A. Guesmia, S. A. Messaoudi, New decay results for a viscoelastic-type timoshenko system with infinite memory, Z Angew Math Phys, 72 (2021), 1–24. https://doi.org/10.1007/s00033-020-01446-x doi: 10.1007/s00033-020-01446-x
![]() |
[28] |
E. Acerbi, G. Mingione, Regularity results for stationary electro-rheological fluids, Arch. Ration. Mech. Anal., 164 (2002), 213–259. https://doi.org/10.1007/s00205-002-0208-7 doi: 10.1007/s00205-002-0208-7
![]() |
[29] | M. Ruzicka, Electrorheological fluids: modeling and mathematical theory, Heidelberg: Springer Berlin, 2000. |
[30] |
S. Antontsev, Wave equation with p(x,t)-laplacian and damping term: existence and blow-up, Differ. Equ. Appl, 3 (2011), 503–525. https://doi.org/10.1016/j.crme.2011.09.001 doi: 10.1016/j.crme.2011.09.001
![]() |
[31] |
S. Antontsev, Wave equation with p(x,t)-laplacian and damping term: Blow-up of solutions, Cr Mecanique, 339 (2011), 751–755. https://doi.org/10.1016/j.crme.2011.09.001 doi: 10.1016/j.crme.2011.09.001
![]() |
[32] |
S. A. Messaoudi, A. A. Talahmeh, A blow-up result for a nonlinear wave equation with variable-exponent nonlinearities, Appl Anal, 96 (2017), 1509–1515. https://doi.org/10.1080/00036811.2016.1276170 doi: 10.1080/00036811.2016.1276170
![]() |
[33] |
S. A. Messaoudi, A. A. Talahmeh, J. H. Al-Smail, Nonlinear damped wave equation: Existence and blow-up, Comput. Math. Appl., 74 (2017), 3024–3041. https://doi.org/10.1016/j.camwa.2017.07.048 doi: 10.1016/j.camwa.2017.07.048
![]() |
[34] |
L. Sun, Y. Ren, W. Gao, Lower and upper bounds for the blow-up time for nonlinear wave equation with variable sources, Comput. Math. Appl., 71 (2016), 267–277. https://doi.org/10.1016/j.camwa.2015.11.016 doi: 10.1016/j.camwa.2015.11.016
![]() |
[35] |
S. A. Messaoudi, M. M. Al-Gharabli, A. M. Al-Mahdi, On the decay of solutions of a viscoelastic wave equation with variable sources, Math. Method. Appl. Sci., 45 (2020), 8389–8411. https://doi.org/10.1002/mma.7141 doi: 10.1002/mma.7141
![]() |
[36] |
A. M. Al-Mahdi, M. M. Al-Gharabli, M. Zahri, Theoretical and computational decay results for a memory type wave equation with variable-exponent nonlinearity, Math. Control Relat F, 13 (2023), 605–630. https://doi.org/10.3934/mcrf.2022010 doi: 10.3934/mcrf.2022010
![]() |
[37] |
A. Al-Mahdi, M. Al-Gharabli, I. Kissami, A. Soufyane, M. Zahri, Exponential and polynomial decay results for a swelling porous elastic system with a single non-linear variable exponent damping: theory and numerics, Z Angew Math Phys, 74 (2023), 72. https://doi.org/10.1007/s00033-023-01962-6 doi: 10.1007/s00033-023-01962-6
![]() |
[38] |
S. A. M. Muhammad, I. Mustafa, M. Zahri, Theoretical and computational results of a wave equation with variable exponent and time dependent nonlinear damping, Arab. J. Math., 10 (2020), 443–458. https://doi.org/10.1007/s40065-021-00312-6 doi: 10.1007/s40065-021-00312-6
![]() |
[39] |
Salim A. Messaoudi, Mostafa Zahri, Analytical and computational results for the decay of solutions of a damped wave equation with variable-exponent nonlinearities, Topol Methods Nonlinear Anal, 59 (2022), 851–866. https://doi.org/10.12775/TMNA.2021.039 doi: 10.12775/TMNA.2021.039
![]() |