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Article

Structural Stability of Pseudo-Parabolic Equations for Basic Data

School of Data Science, Guangzhou Huashang College, Guangzhou 511300, China
*
Author to whom correspondence should be addressed.
Math. Comput. Appl. 2024, 29(6), 105; https://doi.org/10.3390/mca29060105
Submission received: 2 September 2024 / Revised: 11 November 2024 / Accepted: 13 November 2024 / Published: 15 November 2024

Abstract

:
This article investigates the spatial decay properties and continuous dependence on the basic geometric structure. Assuming that the total potential energy is bounded and the homogeneous Dirichlet condition is satisfied on the side of the solution within the cylindrical domain, we establish an auxiliary function related to the solution. By extending the data at the finite end forward, we can establish the continuous dependence on the perturbation of base data.

1. Introduction

This article studies the pseudo parabolic equation that has already appeared in the theory of dual temperature heat conduction equation
u ˙ = u + η u ˙ ,
where u ˙ = u t ,   is the Laplace operator and η > 0 . In 1968, Chen and Gurtin [1] developed a new theory of heat conduction. This pseudo parabolic equation appears in the theory of double thermal conduction. Assuming that (1) satisfies nonstandard condition, Horgan and Quintanilla [2] obtained the spatial decay estimate for solution to (1) in a three-dimensional semi-infinite cylinder. The existence and blow-up phenomenon of solutions to pseudo-parabolic equations can be seen in [3,4]. The semi-infinite cylinder was defined as (see Figure 1)
R = { ( x 1 , x 2 , x 3 ) | ( x 1 , x 2 ) D , x 3 0 } ,
where D was a bounded domain on x 1 O x 2 .
For more results about the spatial decay estimate, one can see [5,6,7,8,9,10].
The first purpose of this article is to study the spatial properties of solutions to Equation (1). Previous articles have always focused on the decay of time variable in the solution of equations. Baranovskiie [11] considered an initial-boundary value problem for the Navier-Stokes-Voigt equations and proved that the solution decayed exponentially as t . Our innovation lies in abandoning non-standard conditions and obtaining solutions that decay exponentially with spatial variable. To do this, we suppose that the solution to (1) satisfy the following initial-boundary conditions
u = 0 , x D × { x 3 > 0 } , t > 0 ,
u ( x 1 , x 2 , 0 , t ) = g ( x 1 , x 2 , t ) ,   ( x 1 , x 2 ) D , t > 0 ,
u ( x , 0 ) = 0 , x R ,
where D is the boundary of D and g is a positive given function. If the initial-boundary conditions satisfy certain constraints, we prove that the solution of Equations (1)–(4) decays exponentially as the axial variable tends infinite. Obviously, this research is a continuation of the spatial properties of solutions.
The second purpose of this article is to investigate the continuous dependence of the solution of Equations (1)–(4) on the base perturbation. Let D f represent the disturbed base, i.e.,
D f = ( x 1 , x 2 , x 3 ) | ( x 1 , x 2 ) D , x 3 = f ( x 1 , x 2 ) 0 ,
where the given sufficiently smooth function f satisfies
| f ( x 1 , x 2 ) | < ϵ , ϵ > 0 .
ϵ is called as perturbation parameter which is a measure of the maximum perturbation of the actual base from its assumed planar shape D ( 0 ) . When the perturbation parameters are subjected to small perturbations, we investigate whether the solutions of Equations (1)–(4) will also be subject to small perturbations.
The cylinder with a disturbed base is defined as (see Figure 2)
R f = ( x 1 , x 2 , x 3 ) | ( x 1 , x 2 ) D , x 3 f ( x 1 , x 2 ) 0 .
We assume that v is the perturbation solution of Equations (1)–(4) when R is replaced by R f . But (3) is changed to
v ( x 1 , x 2 ,   f ( x 1 , x 2 ) , t ) = h ( x 1 , x 2 , t ) ,   ( x 1 , x 2 ) D f , t > 0 ,
where h is a given function. If the total potential energy on the cylinder is bounded, many authors have studied the continuous dependence of various types of partial differential equations on planar substrates and have achieved significant results (see [12,13,14,15,16,17]). This article considers the error caused by the solution of Equation (1) on actual non-planar substrates and assumed planar substrates. There are relatively few studies of this type. Knops and Payne [12] established the continuous dependence of the displacement on the base geomoetry and load of the decay behaviour in a prismatic semi-infinite cylinder occupied by an anisotropic homogeneous linear elastic material. Li [18] investigated the continuous dependence of solutions to layered composite materials in binary mixtures on perturbation parameters defined in a semi-infinite cylinder. Different from [12,18], the model in this article has two Laplacian operators, which seems a bit cumbersome to handle. Our proof method is to introduce an auxiliary function and derive a differential inequality. Then we prove that the solution is continuously dependent on perturbation parameter and base data.
In this paper, we shall also introduce the notations
R ( z ) = ( x 1 , x 2 , x 3 ) | ( x 1 , x 2 ) D , x 3 z 0 ,
D ( z ) = ( x 1 , x 2 , x 3 ) | ( x 1 , x 2 ) D , x 3 = z 0 .

2. Spatial Decay Bound

First, we give two useful Lemmas.
Lemma 1.
(see [19,20]) If ϕ = 0 , on D , then
λ D ψ 2 d A D α = 1 2 ψ x α 2 d A ,
where λ is the smallest positive eigenvalue of
Δ 2 ϑ + λ ϑ = 0 , i n D , ϑ = 0 , o n D .
Here, Δ 2 is a two-dimensional Laplace operator.
Lemma 2.
(see p182 in [21]) If ϕ ( 0 ) = 0 and k is a positive integer, then
0 1 ϕ 2 k d x C 0 1 ( ϕ ) 2 k d x ,
where C = 1 2 k 1 2 k π s i n π 2 k 2 k .
Specifically, if we take k = 1 in Lemma 2 and use the integration technique, we can obtain the following result. If ϕ ( m ) = 0 , then
m m ϕ 2 d x 16 m 2 π 2 m m ( ϕ ) 2 d x , m > 0 .
To derive the spatial decay estimate, we establish an “energy” function, i.e.,
F u ( z , t ) = 0 t D ( z ) e b 1 τ u x 3 u ˙ d A d τ η 0 t D ( z ) e b 1 τ u ˙ x 3 u ˙ d A d τ ,
where b 1 is a positive constant. The purpose of setting this parameter is to obtain an appropriate energy function, which can easily control the gradient terms of the solution.
We suppose that the total potential energy F u ( 0 , t ) is bounded.
Using Equations (1), (2) and (4) and the divergence theorem, we have
z F u ( z , t ) = 0 t D ( z ) e b 1 τ 2 u x 3 2 u ˙ + u x 3 u ˙ x 3 + η u ˙ x 3 2 + η 2 u ˙ x 3 2 u ˙ d A d τ = 1 2 e b 1 t D ( z ) u x 3 2 d A | τ = t + 0 t D ( z ) e b 1 τ 1 2 b 1 u x 3 2 + η u ˙ x 3 2 d A d τ + 0 t D ( z ) e b 1 τ u ˙ u ˙ Δ 2 u η Δ 2 u ˙ d A d τ = 1 2 e b 1 t D ( z ) i = 1 3 u x i 2 d A | τ = t + 0 t D ( z ) e b 1 τ u ˙ 2 d A d τ + 0 t D ( z ) e b 1 τ i = 1 3 1 2 b 1 u x i 2 + η u ˙ x i 2 d A d τ .
An application of the Hölder inequality and the A-G mean inequality in (8) leads to
F u ( z , t ) 2 b 1 1 2 b 1 0 t D ( z ) e b 1 τ u x 3 2 d A d τ 0 t D ( z ) e b 1 τ u ˙ 2 d A d τ 1 2 + η η 0 t D ( z ) e b 1 τ u ˙ x 3 2 d A d τ 0 t D ( z ) e b 1 τ u ˙ 2 d A d τ 1 2 2 b 1 + η z F u ( z , t ) .
Integrating (10) from 0 to ∞, we obtain
F u ( z , t ) F u ( 0 , t ) e b 2 z , z > 0 ,
where b 2 = 1 2 b 1 + η . Equation (10) shows that lim z F u ( z , t ) = 0 .
Now, integrating (9) from z to ∞, we have
F u ( z , t ) = 1 2 e b 1 t R ( z ) i = 1 3 u x i 2 d x | τ = t + 0 t R ( z ) e b 1 τ u ˙ 2 d x d τ + 0 t R ( z ) e b 1 τ i = 1 3 1 2 b 1 u x i 2 + η u ˙ x i 2 d x d τ .
Combining (11) and (12), the following result can be obtained.
Theorem 1.
Assume that u is a solution to (1)–(3) which is defined in a semi-infinite cylinder R and the total potential energy is bounded, then
1 2 e b 1 t R ( z ) i = 1 3 u x i 2 d x | τ = t + 0 t R ( z ) e b 1 τ u ˙ 2 d x d τ + 0 t R ( z ) e b 1 τ i = 1 3 1 2 b 1 u x i 2 + η u ˙ x i 2 d x d τ . F u ( 0 , t ) e b 2 z .
Remark 1.
Assume that v is an unperturbed solution of (1)–(4) which is defined in R f . If we define
F v ( z , t ) = 0 t D ( z ) e b 1 τ v x 3 v ˙ + η v ˙ x 3 v ˙ d A d τ ,
using a similar method to Theorem 1 we can also obtain
F v ( z , t ) = 1 2 e b 1 t R f ( z ) i = 1 3 v x i 2 d x | τ = t + 0 t R f ( z ) e b 1 τ v ˙ 2 d x d τ + 0 t R f ( z ) e b 1 τ i = 1 3 1 2 b 1 v x i 2 + η v ˙ x i 2 d x d τ F v ( ϵ , t ) e b 2 ( z ϵ ) , z > ϵ .
Remark 2.
Theorem 1 and (14) show that the perturbed and unperturbed solutions decay exponentially to zero as z .
Remark 3.
Using Lemma 1, we can obtain the bounds of L 2 -norm of unperturbed solution u and perturbed solution v. That is
0 t D ( z ) u 2 d A d τ = 2 0 t R ( z ) u u x 3 d x d τ 2 0 t R ( z ) u 2 d x d τ 0 t R ( z ) u x 3 2 d x d τ 2 λ 0 t R ( z ) α = 1 2 u x α 2 d x d τ 0 t R ( z ) u x 3 2 d x d τ 2 λ F u ( 0 , t ) e b 2 z e b 1 t , z > 0 ,
and
0 t D ( z ) v 2 d A d τ 2 λ F v ( ϵ , t ) e b 2 ( z ϵ ) e b 1 t , z > ϵ .

3. Important Lemmas

Let w represent the difference between the perturbed solution and the unperturbed solution, i.e.,
w = u v ,
then w satisfies
w ˙ = w + η w ˙ , x R ( ϵ ) , t > 0 ,
w = 0 , x D × { x 3 > ϵ } , t > 0 ,
w ( x , 0 ) = 0 , x R ( ϵ ) .
According to the triangle inequality, it can be concluded that
0 t D ( x 3 ) w 2 d A d τ 0 t D ( x 3 ) u 2 d A d τ + 0 t D ( x 3 ) v 2 d A d τ , x 3 ϵ .
Combining (15) and (16), we can conclude that w decays to zero as z .
To obtain the continuous dependence of the solution on the perturbation parameter, we establish a new energy function
V ( x 3 , t ) = 0 t R ( x 3 ) w 2 d x d τ , x 3 ϵ ,
We introduce an auxiliary function φ such that
φ ˙ + φ η φ ˙ = w , x R ( x 3 > 0 ) , 0 < τ < t ,
φ ( x , τ ) = 0 , x D × { x 3 > 0 } , 0 < τ < t ,
φ ( x , τ ) = 0 , ( x 1 , x 2 ) D , 0 < τ < t ,
φ ( x , t ) = 0 , x R ( x 3 ) ,
φ , φ 0 ( uniformly in x 1 , x 2 , τ ) as x 3 ,
where x 3 > ϵ .
We derive several lemmas related to auxiliary function φ .
Lemma 3.
The auxiliary function φ satisfies the following identity
0 t R ( x 3 ) φ ˙ 2 d x d τ V ( x 3 , t ) , x 3 ϵ .
Proof. 
We begin with
0 t R ( x 3 ) φ ˙ 2 d x d τ = 0 t R ( x 3 ) φ ˙ φ + η φ ˙ w d x d τ .
Using the divergence theorem, (18) and (19), we have
0 t R ( x 3 ) φ ˙ 2 d x d τ = 1 2 R ( x 3 ) i = 1 3 φ x i 2 d x | τ = 0 η 0 t R ( x 3 ) i = 1 3 φ ˙ x i 2 d x d τ 0 t R ( x 3 ) w φ ˙ d x d τ 0 t R ( x 3 ) φ ˙ 2 d x d τ 0 t R ( x 3 ) w 2 d x d τ 1 2 .
Using the Schwarz inequality and dropping the non-positive terms in (27), Lemma 3 can be obtained. □
Lemma 4.
The auxiliary function φ satisfies the following identity
0 t R ( x 3 ) i = 1 3 φ x i 2 d x d τ 2 t π V ( x 3 , t ) , x 3 ϵ .
Proof. 
We begin with
0 t R ( x 3 ) φ φ ˙ + φ η φ ˙ + w d x d τ = 0 .
Using the divergence theorem, (18), (19) and Lemma 2, we have
0 t R ( x 3 ) i = 1 3 φ x i 2 d x d τ = 1 2 R ( x 3 ) φ 2 d x | τ = 0 1 2 η R ( x 3 ) i = 1 3 φ x i 2 d x | τ = 0 + 0 t R ( x 3 ) w φ d x d τ 0 t R ( x 3 ) φ 2 d x d τ 0 t R ( x 3 ) w 2 d x d τ 1 2 2 t π 0 t R ( x 3 ) φ ˙ 2 d x d τ 0 t R ( x 3 ) w 2 d x d τ 1 2 .
Using Lemma 3 in (29), Lemma 4 can be obtained. □
Lemma 5.
The auxiliary function φ satisfies the following identity
0 t R ( x 3 ) i = 1 3 2 φ ˙ x i x 3 φ x i d x d τ + 0 t R ( x 3 ) i = 1 3 2 φ x i x 3 φ ˙ x i d x d τ = 1 2 D ( x 3 ) φ x 3 2 d x | τ = 0 , x 3 ϵ .
Proof. 
By using the divergence theorem and (22)–(25), we can obtain Lemma 5. □
Lemma 6.
The auxiliary function φ satisfies the following identity
1 2 D ( x 3 ) φ x 3 2 d A | τ = 0 + 1 2 η 0 t D ( x 3 ) φ ˙ x 3 2 d A d τ 1 2 ε 1 V ( x 3 , t ) + 0 t R ( x 3 ) i = 1 3 2 φ ˙ x i x 3 φ x i d x d τ + 1 2 ε 1 0 t R ( x 3 ) φ ˙ x 3 2 d x d τ , x 3 ϵ ,
where ε 1 is a positive constant.
Proof. 
We begin with the following identity
0 t R ( x 3 ) φ ˙ x 3 φ ˙ + φ η φ ˙ + w d x d τ = 0 .
Integrating (30) by parts and using (18), (19), we have
1 2 D ( x 3 ) φ x 3 2 d A | τ = 0 + 1 2 η 0 t D ( x 3 ) φ ˙ x 3 2 d A d τ = 0 t R ( x 3 ) i = 1 3 2 φ ˙ x i x 3 φ x i d x d τ + 0 t R ( x 3 ) w φ ˙ x 3 d x d τ 0 t R ( x 3 ) i = 1 3 2 φ ˙ x i x 3 φ x i d x d τ + 1 2 ε 1 V ( x 3 , t ) + 1 2 ε 1 0 t R ( x 3 ) φ ˙ x 3 2 d x d τ .
Therefore Lemma 6 can be obtained. □
Lemma 7.
If then the auxiliary function φ satisfies the following inequality
1 2 0 t D ( x 3 ) φ x 3 2 d A d τ + 1 2 η D ( x 3 ) φ x 3 2 d A | τ = 0 + δ 0 t R ( x 3 ) φ ˙ 2 d x d τ + 1 2 δ R ( x 3 ) i = 1 3 φ x i 2 d x | τ = 0 + η δ 0 t R ( x 3 ) i = 1 3 φ ˙ x i 2 d x d τ η 0 t R ( x 3 ) i = 1 3 2 φ x i x 3 φ ˙ x i d x d τ + a 1 ( t ) V ( x 3 , t ) ,
where a 1 ( t ) = 2 2 t π + δ .
Proof. 
Letting δ be a positive constant, we compute
0 t R ( x 3 ) φ x 3 δ φ ˙ φ ˙ + φ η φ ˙ + w d x d τ = 0 .
Using the divergence theorem, (18) and (19) in (31), we obtain
0 t R ( x 3 ) φ x 3 φ ˙ d x d τ 0 t D ( x 3 ) φ x 3 2 d A d τ 0 t R ( x 3 ) i = 1 3 2 φ x i x 3 φ x i d x d τ + η 0 t D ( x 3 ) φ x 3 φ ˙ x 3 d A d τ + η 0 t R ( x 3 ) i = 1 3 2 φ x i x 3 φ ˙ x i d x d τ δ 0 t R ( x 3 ) φ ˙ 2 d x d τ + δ 0 t R ( x 3 ) i = 1 3 φ x i φ ˙ x i d x d τ η δ 0 t R ( x 3 ) i = 1 3 φ ˙ x i φ ˙ x i d x d τ + 0 t R ( x 3 ) φ x 3 w d x d τ δ 0 t R ( x 3 ) φ ˙ w d x d τ .
Therefore, we have
1 2 0 t D ( x 3 ) φ x 3 2 d A d τ + 1 2 η D ( x 3 ) φ x 3 2 d A | τ = 0 + δ 0 t R ( x 3 ) φ ˙ 2 d x d τ + 1 2 δ R ( x 3 ) i = 1 3 φ x i 2 d x | τ = 0 + η δ 0 t R ( x 3 ) i = 1 3 φ ˙ x i 2 d x d τ = 0 t R ( x 3 ) φ x 3 φ ˙ d x d τ + η 0 t R ( x 3 ) i = 1 3 2 φ x i x 3 φ ˙ x i d x d τ + 0 t R ( x 3 ) φ x 3 w d x d τ δ 0 t R ( x 3 ) φ ˙ w d x d τ .
Using the Schwarz inequality and Lemmas 3 and 4, we obtain
0 t R ( x 3 ) φ x 3 φ ˙ d x d τ 0 t R ( x 3 ) φ x 3 2 d x d τ 0 t R ( x 3 ) φ ˙ 2 d x d τ 1 2 2 t π V ( x 3 , t ) ,
0 t R ( x 3 ) φ x 3 w d x d τ 0 t R ( x 3 ) φ x 3 2 d x d τ 0 t R ( x 3 ) w 2 d x d τ 1 2 2 t π V ( x 3 , t ) ,
δ 0 t R ( x 3 ) φ ˙ w d x d τ δ 0 t R ( x 3 ) φ ˙ 2 d x d τ 0 t R ( x 3 ) w 2 d x d τ 1 2 δ V ( x 3 , t ) .
Inserting (33)–(35) into (32), we can complete the proof of Lemma 7.
Combining Lemma 7 and Lemma 6, using Lemma 5 and choosing δ > ε 1 , we have the following lemma. □
Lemma 8.
The auxiliary function φ satisfies the following inequality
1 2 0 t D ( x 3 ) φ x 3 2 d A d τ + 1 2 η D ( x 3 ) φ x 3 2 d A | τ = 0 + 1 2 η 2 0 t D ( x 3 ) φ ˙ x 3 2 d A d τ + δ 0 t R ( x 3 ) φ ˙ 2 d x d τ + 1 2 δ R ( x 3 ) i = 1 3 φ x i 2 d x | τ = 0 + η δ 0 t R ( x 3 ) i = 1 3 φ ˙ x i 2 d x d τ a 2 ( t ) V ( x 3 , t ) , x 3 ϵ ,
where a 2 ( t ) = a 1 ( t ) + 1 2 ε 1 η .
Remark 4.
Lemma 8 indicates the following important result
0 t D ( x 3 ) φ x 3 2 d A d τ + η 2 0 t D ( x 3 ) φ ˙ x 3 2 d A d τ 2 a 2 ( t ) V ( x 3 , t ) , x 3 ϵ .

4. Main Results

The third section has already derived the required properties for the auxiliary function. In this section, we will use these properties to derive a first-order differential inequality about auxiliary function. By solving this inequality, the continuous dependence of the solution can be obtained.
Theorem 2.
Let w be solution of the Equations (17)–(20) in R ( ϵ ) . If (17) and (23) hold, then the function V ( x 3 , t ) satisfies
V ( x 3 , t ) V ( ϵ , t ) e 1 2 a 2 ( t ) ( x 3 ϵ ) , x 3 ϵ .
Proof. 
Let x 3 ϵ is a fixed point on the coordinate axis x 3 . Using (17)–(20) and the divergence theorem, we can have
V ( x 3 , t ) = 0 t R ( x 3 ) φ ˙ + φ η φ ˙ w d x d τ = 0 t R ( x 3 ) φ ˙ w d x d τ + 0 t R ( x 3 ) i = 1 3 w x i φ x i d x d τ η 0 t R ( x 3 ) i = 1 3 w x i φ ˙ x i d x d τ + 0 t D ( x 3 ) w φ x 3 d A d τ η 0 t D ( x 3 ) w φ ˙ x 3 d A d τ = 0 t R ( x 3 ) φ ˙ w d x d τ 0 t R ( x 3 ) w φ d x d τ η 0 t R ( x 3 ) w ˙ φ d x d τ + 0 t D ( x 3 ) w φ x 3 d A d τ η 0 t D ( x 3 ) w φ ˙ x 3 d A d τ = 0 t R ( x 3 ) φ ˙ w d x d τ 0 t R ( x 3 ) φ w ˙ d x d τ + 0 t D ( x 3 ) w φ x 3 d A d τ η 0 t D ( x 3 ) w φ ˙ x 3 d A d τ = 0 t D ( x 3 ) w φ x 3 d A d τ η 0 t D ( x 3 ) w φ ˙ x 3 d A d τ .
A combination of (36), (37) and the Hölder inequality leads to
V ( x 3 , t ) 0 t D ( x 3 ) φ x 3 2 d A d τ 0 t D ( x 3 ) w 2 d A d τ 1 2 + η 0 t D ( x 3 ) φ ˙ x 3 2 d A d τ 0 t D ( x 3 ) w 2 d A d τ 1 2 0 t D ( x 3 ) φ x 3 2 d A d τ + η 2 0 t D ( x 3 ) φ ˙ x 3 2 d A d τ 1 2 0 t D ( x 3 ) w 2 d A d τ 1 2 2 a 2 ( t ) V ( x 3 , t ) x 3 V ( x 3 , t ) 1 2
or
V ( x 3 , t ) 2 a 2 ( t ) x 3 V ( x 3 , t ) , x 3 > ϵ .
An integration of (38) yields Theorem 2. □
Remark 5.
Theorem 2 only indicates that w decays exponentially as x 3 increases. Including Theorem 2, these decay results are not rigorous because we do not yet know whether V ( ϵ , t ) depends on the perturbation parameter ϵ. Therefore, we derive the explicit bound of V ( ϵ , t ) in term of ϵ and g , h .
Now, we extend the perturbed data (see (6)) and unperturbed data (see (3)) to ( ϵ , f ) and ( ϵ , 0 ) , respectively. That is
u ( x 1 , x 2 , x 3 , t ) = g ( x 1 , x 2 , t ) , ( x 1 , x 2 ) D ( 0 ) , ϵ x 3 0 , t > 0 ,
v ( x 1 , x 2 , f ( x 1 , x 2 ) , t ) = h ( x 1 , x 2 , t ) , ( x 1 , x 2 ) D ( 0 ) , ϵ x 3 f ( x 1 , x 2 ) , t > 0 .
We also define
w ( x 1 , x 2 , x 3 , t ) = u ( x 1 , x 2 , x 3 , t ) v ( x 1 , x 2 , x 3 , t ) , ( x 1 , x 2 ) D ( 0 ) , ϵ x 3 ϵ , t > 0 .
Combining (39) and (40), it is easy to have
w ( x 1 , x 2 , ϵ , t ) = g ( x 1 , x 2 , t ) h ( x 1 , x 2 , f ( x 1 , x 2 ) , t ) , ( x 1 , x 2 ) D ( 0 ) , t > 0 .
We now derive some lemmas.
Lemma 9.
If h H 1 ( R f × [ 0 , ) ) , then
F v ( f , t ) c 1 ( f , t ) ,
where c 1 ( f , t ) is a positive function which depends on f and t.
Proof. 
We introduce a new known function
H ( x 1 , x 2 , x 3 , t ) = h ( x 1 , x 2 , t ) e σ ( x 3 f ) .
In (13), we choose x 3 = f , and then use the divergence theorem and (42) to have
F v ( f , t ) = 0 t D ( f ) e b 1 τ v x 3 H ˙ + η v ˙ x 3 H ˙ d A d τ = 0 t R f e b 1 τ i = 1 3 x i v x i H ˙ + η x i v ˙ x i H ˙ d x d τ = 0 t R f e b 1 τ i = 1 3 v x i H ˙ x i + η v ˙ x i H ˙ x i d x d τ + 0 t R f e b 1 τ v ˙ H ˙ d x d τ
Using the Schwarz inequality, we obtain from (43)
F v ( f , t ) 1 2 0 t R f e b 1 τ i = 1 3 1 2 b 1 v x i 2 + η v ˙ x i 2 d x d τ + 1 2 η + 1 b 1 0 t R f e b 1 τ i = 1 3 H ˙ x i 2 d x d τ + 1 2 0 t R f e b 1 τ v ˙ 2 d x d τ + 1 2 0 t R f e b 1 τ H ˙ 2 d x d τ .
On the other hand, we choose x 3 = f in (14) to obtain
F v ( f , t ) = 1 2 e b 1 t R f i = 1 3 v x i 2 d x | τ = t + 0 t R f e b 1 τ v ˙ 2 d x d τ + 0 t R f e b 1 τ i = 1 3 1 2 b 1 v x i 2 + η v ˙ x i 2 d x d τ .
Combining (44) and (45), we can conclude that
F v ( f , t ) 1 2 F v ( f , t ) + 1 2 0 t R f e b 1 τ H ˙ 2 d x d τ + 1 2 η + 1 b 1 0 t R f e b 1 τ i = 1 3 H ˙ x i 2 d x d τ
or
F v ( f , t ) 0 t R f e b 1 τ H ˙ 2 d x d τ + 1 + 2 b 1 0 t R f e b 1 τ i = 1 3 H ˙ x i 2 d x d τ .
Choosing c 1 ( f , t ) = 0 t R f e b 1 τ H ˙ 2 d x d τ + 1 + 2 b 1 0 t R f e b 1 τ i = 1 3 H ˙ x i 2 d x d τ in (46), we can complete the proof of Lemma 9.
By adopting a similar method to Lemma 9, we can obtain the following lemma. □
Lemma 10.
If g H 1 ( R × [ 0 , ) ) , then
F u ( 0 , t ) c 2 ( 0 , t ) ,
where
c 2 ( 0 , t ) = 0 t R e b 1 τ G ˙ 2 d x d τ + 1 + 2 b 1 0 t R e b 1 τ i = 1 3 G ˙ x i 2 d x d τ
and
G ( x 1 , x 2 , x 3 , t ) = g ( x 1 , x 2 , t ) e σ x 3 .
By using the triangle inequality, Lemmas 9 and 10, we have
0 t R ( ϵ ) w x 3 2 d x d τ 0 t R ( ϵ ) u x 3 2 d x d τ + 0 t R ( ϵ ) v x 3 2 d x d τ 0 t R u x 3 2 d x d τ + 0 t R f v x 3 2 d x d τ 2 b 1 e b 1 t [ c 1 ( f , t ) + c 2 ( 0 , t ) ] c 3 ( f , t ) .
Now, we derive the upper bound of V ( ϵ , t ) in term of ϵ. If we let x 3 = ϵ in (38), we have
V ( ϵ , t ) 2 a 2 ( t ) 0 t D ( ϵ ) w 2 d A d τ = 2 a 2 ( t ) 0 t ϵ ϵ D ( x 3 ) w w x 3 d x d τ + 2 a 2 ( t ) 0 t D ( g h ) 2 d A d τ 2 a 2 ( t ) 0 t ϵ ϵ D ( x 3 ) w 2 d x d τ 0 t ϵ ϵ D ( x 3 ) w x 3 2 d x d τ 1 2 + 2 a 2 ( t ) 0 t D ( g h ) 2 d A d τ .
Using (7), we have
0 t ϵ ϵ D ( x 3 ) w 2 d x d τ 16 ϵ 2 π 2 0 t ϵ ϵ D ( x 3 ) w x 3 2 d x d τ + 2 ϵ 0 t D ( g h ) 2 d A d τ .
Inserting (49) into (48) and using the Schwarz inequality, we obtain
V ( ϵ , t ) 32 π a 2 ( t ) ϵ 0 t ϵ ϵ D ( x 3 ) w x 3 2 d x d τ + a 2 ( t ) π 2 + 2 a 2 ( t ) 0 t D ( g h ) 2 d A d τ .
In view of (47) and (50), we can have the following theorem.
Theorem 3.
If h H 1 ( R f × [ 0 , ) ) and g H 1 ( R × [ 0 , ) ) , then function V ( ϵ , t ) defined in (21) satisfies
V ( ϵ , t ) 32 π a 2 ( t ) ϵ 0 t ϵ ϵ c 3 ( f , t ) + a 2 ( t ) π 2 + 2 a 2 ( t ) 0 t D ( g h ) 2 d A d τ .
Remark 6.
Theorems 2 and 3 demonstrate that V ( x 3 , t ) continuously depends on ϵ and the base data. That is, when ϵ approaches 0 and g approaches h, then v ( x 3 , t ) approaches 0. If ϵ = 0 , Theorem 2 is the Saint-Venant’s principle type decay result. When the disturbance parameter and baseline data are subjected to small disturbances, the system can recover to its original state after being disturbed, or at least remain within an acceptable range of fluctuations, which is very important for many practical applications, such as control systems and signal processing.
Remark 7.
In any cross-section of R, the continuous dependence result can still be obtained. We compute
0 t D ( x 3 ) w 2 d A d η = 2 0 t R ( x 3 ) w w x 3 d x d τ 2 V ( x 3 ) 0 t R ( ϵ ) w x 3 2 d x d η 1 2 .
Using (47) and Theorems 2 and 3, we can obtain the continuous dependence result.

Author Contributions

Software, Y.W.; writing—original draft, Y.W.; validation, Y.L.; data curation, Y.L. The authors have equal contributions to each part of this paper. All authors have read and agreed to the published version of the manuscript.

Funding

This work is supported by the Tutor System Project of Guangzhou Huashang College (2023HSDS29) and the Research team project of Guangzhou Huashang College (2021HSKT01).

Data Availability Statement

This paper focuses on theoretical analysis, not involving experiments and data.

Acknowledgments

The authors express their heartfelt thanks to the editors and referees who have provided some important suggestions.

Conflicts of Interest

The authors declare that they have no competing interests.

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Figure 1. Cylindrical pipe R.
Figure 1. Cylindrical pipe R.
Mca 29 00105 g001
Figure 2. Cylindrical pipe R f .
Figure 2. Cylindrical pipe R f .
Mca 29 00105 g002
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Wang, Y.; Li, Y. Structural Stability of Pseudo-Parabolic Equations for Basic Data. Math. Comput. Appl. 2024, 29, 105. https://doi.org/10.3390/mca29060105

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Wang Y, Li Y. Structural Stability of Pseudo-Parabolic Equations for Basic Data. Mathematical and Computational Applications. 2024; 29(6):105. https://doi.org/10.3390/mca29060105

Chicago/Turabian Style

Wang, Yanping, and Yuanfei Li. 2024. "Structural Stability of Pseudo-Parabolic Equations for Basic Data" Mathematical and Computational Applications 29, no. 6: 105. https://doi.org/10.3390/mca29060105

APA Style

Wang, Y., & Li, Y. (2024). Structural Stability of Pseudo-Parabolic Equations for Basic Data. Mathematical and Computational Applications, 29(6), 105. https://doi.org/10.3390/mca29060105

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