Abstract
This paper consider a nonlinear shear thickening fluid in one dimensional bounded interval. The model illustrates that the movement of the compressible fluid is driven by non-Newtonian gravity, and represents a more realistic phenomenon. The well-posedness of strong solution was proved by considering the influence of damping term. The essential difficulty lies in the equation’s significant nonlinearity and the initial state may allow for vacuum.
MSC:
76N10
1. Introduction
We study a 1D compressible non-Newtonian fluid with damping term represented by the following form
with the initial and boundary condition
where , and . Variables u, , , respectively represent the velocity (m/s), density (kg/m3), gravitational potential (m2/s2) and pressure, is given constants and , is adiabatic gas index, constant is the frictional force, without loss of generality, throughout the paper we take .
Fluid dynamics has become a popular topic of research at home and abroad. The Navier-Stokes (NS) equations have important applications in fluid dynamics, capturing the behavior of viscous fluids, whether compressible or incompressible. These equations facilitate the portrayal of fluid dynamics across both spatial and temporal dimensions.
There are many results regarding Newtonian fluid solutions. The well-posedness of weak solutions for incompressible viscous fluids under inconsistent or unclear boundary conditions were discussed in [1]. Reference [2] analyzed the suitability of global solution for incompressible NS equations when viscosity coefficient changes in relation to fluid density. In [3], the local existence of solution for compressible NS equation was obtained. Based on this, ref. [4] examined the well-posedness of classical solution of compressible NS equation that the initial density is non-negative and may be zero. Reference [5] extended the global existence result of solutions in from [6] for a case of .
In recent decades, there has also been a lot of attention paid in the investigation of non-Newtonian flow. In [7], non-Newtonian fluid was divided into shear thinning fluid and shear thickening fluid by different ranges of the value of p. In [8], Yuan et al. discussed the existence of local solutions of 1-D non-Newtonian fluid in which viscous term is singular and completely nonlinear. Reference [9] proved the existence of solution of a non-Newtonian fluid-particle interaction model. For other relevant results, please make readers reference to [10,11,12,13,14,15,16] and the references quoted therein. This study advances the field of civil engineering and environmental sciences by introducing gravity and damping terms that reveal the complex behavior of shear flows under different conditions, thus providing a more realistic model than previous studies focusing on ideal fluids.
This paper focus on the shear thickening model with gravitational potential and damping in the case of . The damping term is usually expressed as internal friction or external resistance of the fluid, and model (1) is more reflective of the real physical phenomena. In this paper, the physical modeling of the fluid faces many complexities due to its nonlinear behavior which is affected by gravity, damping, and multiscale. In addition, the boundary conditions need to be rationalized and the coupling needs to be taken into account.
Main Result
2. A Priori Estimates
In this part, we intend to demonstrate local existence of strong solution. Let be a smooth solution of (1) and (2). It can be obtained that
where with . We get the estimate of . Assume that the boundary value issue has a smooth solution
Define function
Next, after estimating each term of we will show that it is locally bounded.
Preliminaries
We provide several valuable lemmas to consider for subsequent use in proving the main Theorem.
Lemma 1.
where C is only dependent on .
Proof.
This can be seen from (1) that
Since , then
By applying norm to the aforementioned inequality that obtain
We deal with , multiply (1) by , integrat it with respect to x to give
integrating by parts, using embedding theorem and Young’s inequality as follows
and so
It can also be obtained from (1) that
Take norm on both side, use Young’s inequality that obtain
Together with the above estimates and (5), then Lemma 1 is established. □
Lemma 2.
where a positive constant C is only dependent on .
Proof.
To begin with, multiplying (1) by , integrating it with regard to x, using integration by parts, Sobolev embedding theorem that
Thus can be obtained
Lemma 3.
where C is only dependent on .
Proof.
Multiplying (1) by , integrating it on that
First calculating the following components
and
By (1), we can derive
As the aforementioned is substituted into (11), and combine Young’s inequality and Sobolev inequality gives
Additionally, it can be obtained from (1) that
Then we estimate each as follows.
where , substituting the above estimates into (12), we then succeed in proving Lemma 3. □
Lemma 4.
where C is only dependent on .
Proof.
It follows that
Consequently, (14) may be reformulated as
Taking advantage of the embedding theorem and Young’s inequality yields
In order to evaluate , we must estimate , taking the derivative of t in (1), multiplying by , integrating with regard to x, we get
By (1), we get
We thus obtain
Combining these results gives
Next, it is obtained by substituting into (16), integrating with regard to , we make it to the conclusion that
To estimate , we have to determine , multiply (1) by , integrate it over , we have
Because of the smoothness of that
We take the limit of and substitute it into (19), then Lemma 4 holds. □
With the help of above Lemmas and the definition of , we deduce that
where C and are only dependence on and are positive constants. By the above inequality, there is a time with the following result
3. Convergence of Approximate Solution
In this part, we follow the idea to construct approximate solution by a standard iteration argument in [8], and prove the approximative solution strongly convergence to the initial value problem. We first define a function , assume where . The following problem has a unique smooth solution .
with the initial and boundary condition
where , , represents the density, velocity and gravitational potential at the k-th time step, respectively. represents the coefficient of viscosity. represents the partial derivative of pressure with respect to spatial position for the k-th time step.
During this iteration process, decomposition of the non-linear coupled system into a series of decoupled problems, every one of which allows for smooth solutions. Meanwhile, the following estimate holds
where a normal constant C depends only on and not on k.
Through iteration, we can first get a smooth solution that satisfies the initial value problem that follows
The previously mentioned problem has a unique solution for a known smooth function . From the method of characteristics that
We demonstrate that strongly converges to . Initially, define as follows variables
The following equations are satisfied by
where .
Multiplying (25) by , integrating with regard to x that get
where , for and a constant is only dependent on , and then combining (22) as follows:
Next, we multiply (26) by , integrate with regard to x, make use of Young’s inequality and together with (25), we get
Let that
The following is an estimation for the second term of (29).
Similarly, let (27) be multiplied by and integrate it with regard to x to get
Let , , then (32) can be written as
Combining the above formulas and Hlder’s inequality as follows
Combining the inequalities (28), (33) and (34) gives us
where is only dependent on and . By using the uniform estimate (22) for and to get
By utilizing Gronwall’s inequality, integrating over , (35) which can be expressed as
That means we can choose constants and small enough that , , utilizing Gronwall’s inequality
The uniform estimates are satisfied by owing to the lower semi-continuity of norms
4. Proof of the Main Theorem
4.1. Existence
Assume that smooth solution satisfies the boundary conditions for , that follows
where there exists that allows
The subsequence of and the subsequence of are both present. The following strong convergence can be determined as
Therefore, satisfies . A unique solution to the following problem exists for a
and the uniform estimate is satisfied by
That which follows strong convergence exists as
The uniform estimations are satisfied by according to the lower semi-continuity of norms
4.2. Uniqueness
To demonstrate the uniqueness of the solution, we first assume , are two solutions of equation satisfying the same initial conditions. Equations (1) and (2) are then combined to yield
Subtracting the two equations, multiplying both sides of by , integrating with regard to
This paper assume that , we can get that
So there is
Then, similarly, we have
Thus, we can derive
We conclude that
Then substitute the above equation into (42) and use Young’s inequality
According to Equation (41), we know that when ,
In addition, we can also obtain from equation (1)
Multiply (47) by , integrate it over gives
Similarly we have , then
Next, multiplying by , integrating on gets
Applying Gronwall’s inequality, we get
Therefore
5. Conclusions
This paper investigated a generalized 1D shear thickening non-Newtonian fluids under the condition that . Considering the case that the model has non-Newtonian potential and damping term, the well-posedness result for strong solution was obtained. This study has important implications in flow behavior and engineering applications, especially in optimizing industrial fluid transport processes and in the fields of geology and environmental sciences. Its limitations are mainly due to the complexity of modeling non-Newtonian fluids, and the coupling of potential and damping terms that may complicate the existential study of the model.
Future studies can introduce multidimensional models to explore the fluid behavior in different dimensions. Meanwhile, further investigation of the effects of different damping terms on the flow and modeling them accordingly will help to deepen our understanding.
Author Contributions
Writing—review and editing, Y.S., L.J. and Y.C. All authors have read and agreed to the published version of the manuscript.
Funding
This work is supported by the National Natural Science Foundation of China (No. 62203200) and the Science and Technology Joint Foundation of Liaoning Province (No. 2024-MSLH-199).
Data Availability Statement
No data were created or analyzed in this study.
Conflicts of Interest
The authors declare no conflicts of interest.
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