Stability of Fluid Flow through a Channel with Flexible Walls

Shubov, Marianna A.; Edwards, Madeline M.

doi:https://doi.org/10.1155/2021/8825677

International Journal of Mathematics and Mathematical Sciences

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Abstract Introduction Data Availability Conflicts of Interest Acknowledgments References Copyright Related Articles

Research Article | Open Access

Volume 2021 | Article ID 8825677 | https://doi.org/10.1155/2021/8825677

Stability of Fluid Flow through a Channel with Flexible Walls

Marianna A. Shubov¹and Madeline M. Edwards¹

Academic Editor: Sergejs Solovjovs

Received01 Sept 2020

Revised20 Feb 2021

Accepted26 Feb 2021

Published13 Mar 2021

Abstract

In the present paper, we summarize the results of the research devoted to the problem of stability of the fluid flow moving in a channel with flexible walls and interacting with the walls. The walls of the vessel are subject to traveling waves. Experimental data show that the energy of the flowing fluid can be transferred and consumed by the structure (the walls), inducing “traveling wave flutter.” The problem of stability of fluid-structure interaction splits into two parts: (a) stability of fluid flow in the channel with harmonically moving walls and (b) stability of solid structure participating in the energy exchange with the flow. Stability of fluid flow, the main focus of the research, is obtained by solving the initial boundary value problem for the stream function. The main findings of the paper are the following: (i) rigorous formulation of the initial boundary problem for the stream function, , induced by the fluid-structure interaction model, which takes into account the axisymmetric pattern of the flow and “no-slip” condition near the channel walls; (ii) application of a double integral transformation (the Fourier transformation and Laplace transformation) to both the equation and boundary and initial conditions, which reduces the original partial differential equation to a parameter-dependent ordinary differential equation; (iii) derivation of the explicit formula for the Fourier transform of the stream function, ; (iv) evaluation of the inverse Fourier transform of and proving that reconstruction of can be obtained through a limiting process in the complex -plane, which allows us to use the Residue theorem and represent the solution in the form of an infinite series of residues. The result of this research is an analytical solution describing blood flowing through a channel with flexible walls that are being perturbed in the form of a traveling wave.

1. Introduction

In the present paper, we formulate a number of results obtained for a mathematical model describing incompressible fluid flowing through a relatively long channel with flexible walls. The model has originated in a biological setting of blood moving through large arteries (or veins), whose walls are subject to traveling waves. Experiments show that, under some conditions, the energy of the fluid flow can be transferred and then consumed by the structure (the walls), which initiate “traveling wave flutter” [1].

We focus on the problem of stability, which splits into two parts: (i) stability of the fluid flow in the channel, whose walls undergo axisymmetric harmonic movement, and (ii) the stability of the channel wall structure, which is participating in the energy exchange with the flow. The present paper deals with the first part of the problem; that is, we provide a closed-form solution of the problem of stability of the fluid flow in the channel with harmonically moving walls. Our forthcoming work will be devoted to the structure response on the pressure changes from the flow. The main achievement of the present paper is the derivation of the set of the explicit formulas for the flow velocities, which allows us to answer the question on the flow stability. We expect that the results obtained for two-dimensional configuration will be relevant to the investigation of flutter-type instabilities of collapsible tubes in three-dimensional setting.

Before we present our results and discuss their novelty, we briefly discuss recent research works containing either new important results or new analytic techniques. The authors of [2–4], Case and Shivamoggi, consider the stability problem for inviscid incompressible fluid flowing between infinite parallel plates. Carpenter and Garrad [5] investigate flow-induced surface instabilities using a thin elastic plate model supported on a spring foundation. Kumaran [6, 7] investigates the stability problem for the fluid flowing through flexible tubes such as blood vessels. The results derived in [6] on hydrodynamic stability are similar to the classical results of Drazin and Reid [8]. Heil and Jensen [9] carry out analysis of steady flows in three-dimensional collapsible tubes and obtain the results that cannot be predicted by analyzing the lower-dimensional models.

In a series of works, different authors investigate non-Newtonian flows in different biological and medical settings. The authors of [10], Abdelsalam and Bhatti, derive a model of bioconvection flow and heat transfer through the space between two infinite coaxial conduits. They use a mathematical model and show that pressure fluctuations and outer and inner tube friction could lead to the blood clots and endoscopic effects (see also work [11] by Elmaboud and Abdelsalam). In paper [12], Abdelsalam and Sohail investigate the heat and mass transfer in 3-dimensional setting of viscous fluid flow containing microorganisms over a stretched membrane. The authors of [13], Abdelsalam et al., focus on the model of blood stream in the presence of electroosmotic forces in the arteries having both aneurysm and stenosis. The model is supposed to be useful in medical pumps for drug delivery systems incorporating nanoparticles. In [14], Abumandour et al. analyze the effects of viscosity and magnetohydrodynamics of the peristalsis of nanofluid using both analytical and numerical mathematical tools. The authors of [15], Bhatti et al., provide an analytical study of a model of swimming microorganisms in a non-Newtonian blood-based nanofluid moving along an anisotropically narrowing artery. They take into account the rheology as a non-Newtonian fluid. In the editorial paper [16], Bhatti et al. outline state-of-the-art research of computational fluid dynamics related to biologically inspired models. The authors of [17], Eldesoky et al., and Eldesoky et al. of [18] study the effect of wall slip condition and heat transfer on peristaltic inflow of magnetohydrodynamics Newtonian fluid with suspended particles in a catheterized tube. Sadat and Abdelsalam [19] analyze physical characteristics of incompressible hybrid nanofluid (composed of two different types of nanoparticles) in an annulus with flexible boundaries. The authors present a comparison of the results obtained for “standard” nanofluids and hybrid nanofluids. The authors suggest that such a model can be instrumental for the study of the metabolic structures playing an important role in heat sources inside the human body. The authors of [20], Sohail et al., investigate the properties of the boundary layer flow of Casson liquid over a linearly elongated surface in porous medium. A coupled system of nonlinear ordinary differential equations describing the model is solved numerically and interpreted graphically.

The authors of [21], Aittokallio et al., propose a mathematical model describing the operation of the lungs (both the inspiratory and the expiratory phases). Beck et al. [22] discuss the acoustic properties of snoring sounds and identify two different patterns: the “simple-waveform” snores and the “complex-waveform” snores. Grotberg and Gavriely [23] focus on flow-induced flutter oscillations producing wheezing sounds. Their model predicts the critical fluid speed that initiates flutter of the wall. Self-excited oscillations of collapsible lung airways are responsible for respiratory wheezes during forced expiration, for speech production during flow-induced vibrations of the vocal chords, and for snoring sounds during deformation of the soft palate and pharyngeal wall [9, 21–28]. Thin-walled circular shell structures containing or immersed in flowing fluid may be found in many engineering and biomechanical systems [29–32]. In many applications, the length of the flexible tube is shorter than the entrance length of the flow. Larose and Grotberg [33] study the fluid-elastic (flutter) instability with a developing flow in a compliant channel. Païdoussis and Li [34] present a comprehensive study of different types of pipes conveying fluid (straight and curved pipes, cantilevered pipes, and supported pipes). The authors of [35, 36], Païdoussis, Semler, and Wadham-Gagnon, present an extended review on the stability of aspiring pipes. Païdoussis and Denise [31] provide an analytical model and experimental results for clamped-clamped and clamped-free shells conveying inviscid fluid. Amabili et al. [37] discuss the nonlinear dynamics and stability of circular cylindrical shells containing fluid flow and show that the system loses stability by divergence.

Huang [1] studies the collapse and subsequent self-excited oscillation of compliant tubes conveying fluids. The author considers a two-dimensional, inviscid, shear flow in a flexible channel of infinite length subject to linear traveling varicose waves. Huang observes (i) the reversal of the collapsing tendency of compliant fluid passages and (ii) the fact that the fluid pressure always has a component in phase with the wave slope causing wave drag and energy transfer from the flow to the waves (a mechanism for traveling wave flutter). In [38], Huang carries out analysis of a coupled system describing the Poiseuille flow interacting with a tensioned membrane of a finite length. The author shows that (i) flutter and divergence may occur at similar flow velocities and may coexist. (ii) The elastic waves over a membrane, having a standing wave pattern, can be decomposed into upstream traveling waves and downstream traveling waves. The downstream component is responsible for energy transfer from the fluid to the wall.

Now we are in a position to outline briefly the content of the present paper. Section 2 is devoted to the formulation of the initial boundary value problem describing the dynamics of pressure perturbation in the horizontal channel. The upper boundary condition reflects an assumption on the axial symmetry of the unperturbed problem with respect to the centerline of the channel (see equation (6)). We consider quite general behavior of the lower boundary of the channel and derive the equation that relates the vertical component of the flow velocity and the velocity of the points of a solid boundary of the channel (see equation (8)). We emphasize that we do not impose any restrictions on the function describing the elevation of the lower boundary, which means that equation (8) can be used to analyze nonharmonic movement of the channel boundary. In the present work, we assume that the channel is a horizontal tube with the following properties of the walls reflecting the physical origin of the model. There exists a large positive number () such that within the symmetric interval the wall is flexible and the lower boundary moves “almost harmonically” in accordance with the law:where is the wavenumber and is the speed of the wave crest propagation; denotes the transverse displacement of the channel wall at location and moment in time ; is a small positive constant. We also assume that (1) there exists a small positive number, , and is such that, outside the interval , the wall is rigid; that is, the vertical displacement on is zero; and (2) there exists a smooth function, , which governs the transition of displacement from formula (1) to zero; that is, we setwith and for (see Figure 1).

Finally, we present the initial boundary value problem (IBVP) given by (10)–(13) for the stream function , in which the harmonic behavior of the wall is addressed. We recall that if one knows the stream function, then the components of the velocity vector can be reconstructed [8] (see formulae (3)).

In Section 3, we provide a modification of the IBVP given by (10)–(13) and reduce it to a more tractable form. First, we apply the Fourier transformation to the equation and the boundary and initial conditions. As a result, we obtain an equation in which the partial derivatives, with respect to the -variable, are replaced with polynomials with respect to the Fourier transform parameter, (see equation (19)). Second, we apply to equation (19) the Laplace transformation with respect to the time variable, . The second integral transformation allows us to take into account the explicit expression for the unperturbed flow velocity profile, . After incorporating , we apply the inverse Laplace transformation and reduce IBVP (10)–(13) to the new formulation (24)–(27). The main equation (24) is an ordinary differential equation with respect to the variable (the width of the channel) with the complex parameter (the result of the Fourier transformation) entering both the equation and the boundary conditions. This equation has time-dependent right-hand side and nonhomogeneous boundary conditions. We conclude this section with introducing and explicitly solving the boundary problem for the corresponding stationary solution (31). Using the stationary solution, we reduce IBVP (24)–(27) to a new one having homogeneous boundary conditions (34)–(36). The rest of Section 3 is devoted to the construction of the inverse operator to the second-order differential operator with the Dirichlet boundary conditions. The inverse operator is an integral operator, whose kernel is Green’s function. We derive an explicit formula for Green’s function and present a closed-form expression for the Fourier transform of the stream function denoted by (see formula (41)).

To examine the behavior of the stream function as a function of variable , we have to evaluate the inverse Fourier transform of (41). Section 4 contains the main technical results of the paper.

The technical tools used in proving the main results are as follows. The Fourier transform of the stream function, , is represented as a sum of three terms (see formula (41)). The inverse Fourier transform, which is the stream function itself, also contains three terms denoted by , , and (see formulae (43)–(45)). The main results of the paper are demonstrated in Theorems 1–3. These theorems provide the desired representation for the stream function as a function of time and space. To obtain such representations, one has to split into several terms and prove that each term, containing the improper integral with respect to , can be extended into the complex -plane and evaluated by using the Residue theorem (the detailed derivation is presented in our paper [39]). The series (46), (62), and (63) converge at exponential rates. It means that one can take only several terms from each series and attain the desired level of accuracy, which is important for practical applications of the obtained formulae.

2. Statement of the Problem

We consider a two-dimensional, inviscid, incompressible shear flow through a long channel with elastic walls. The two-channel walls undergo varicose heaving motions of small constant amplitudes in the form of a wave traveling in the direction of the flow, that is, along the -axis (see Figure 2). Using dimensionless variables, we set the channel height equal to two units and assume that the undisturbed flow is the symmetrization of the Couette flow with respect to the axis . Channel wall movements induce pressure disturbances within the fluid flow. Our goal is to provide the analytical representation of the pressure distribution.

Based on the axial symmetry of the model, the 3-dimensional problem can be reduced to the 2-dimensional problem. We introduce the following 2-dimensional vector field: let be the velocity vector with (undisturbed flow profile) being the given function and and being the perturbations.

The incompressibility condition, written in terms of and , has the form . As is well known, this equation means that there exists a scalar function (called the stream function) defined on the domain such that

The Euler momentum equation written for generates a nonlinear system of two equations with respect to and . We eliminate all nonlinear terms in the aforementioned system and rewrite them in terms of the stream function. Taking into account the symmetric modification of the Couette flow, that is, , , we obtain a system of two equations:

Eliminating pressure terms ( and ), we obtain the following partial differential equation for the stream function:

2.1. The Boundary Conditions

Due to the axial symmetry of the model, there is no vertical flow across the centerline ; that is,

We consider quite general behavior of the lower boundary of the channel and derive the equation that relates the vertical component of the flow velocities and the velocities of the points of a solid boundary of the channel. Let the vertical displacement of the lower wall at a position, , and at a moment in time, , be given by the equation . It is proven in paper [39] that, to satisfy the requirement that the normal components of the fluid velocity and the wall velocity are equal, the following boundary condition at must be satisfied:

Equation (7) can be used to analyze nonharmonic movement of the channel boundary. We assume that is a function of a small amplitude and consider linear asymptotic approximations: , , and . Keeping only the zero-order terms, we obtain the following approximation for the boundary condition of (7):

Taking into account equation (2) for and the fact that in our model and , we rewrite (8) in terms of the stream function as

Note that, in the problem with a rigid wall channel, we would have had the condition . Thus, in the present paper, we focus on the following initial boundary value problem (IBVP) for the stream function:

3. Reformulation of IBVP Using Fourier and Laplace Integral Transformations

We apply two integral transformations to the IBVP (10)–(13) in order to reduce the IBVP involving a partial differential equation to the boundary value problem involving a parameter-dependent ordinary differential equation. If denotes the Fourier transform of the stream function, then applying the Fourier transformation to equation (10) yields

Let be the Laplace transform of with respect to time variable, . Applying the Laplace transformation to both sides of equation (14) yields

where is the Fourier transform of the initial state. Notice that the only influence of the Couette-like flow is the “” term in the denominator on the right-hand side of (15). If instead of Couette-like profile we have an arbitrary axisymmetric profile, , then, in place of “,” we would have had the function, , and thus have a factor of in equation (15). The unknown function, in (15), being a function of , , depends on two complex parameters, and .

Applying the inverse Laplace transformation to both sides of equation (15) yieldswhere the contour of integration can be taken any vertical line, located in the open right half-plane of the complex -plane (see Figure 3).

Closing the contour of integration in the -complex plane and using the Residue theorem to evaluate the contour integral at the right-hand side of equation (16), we obtain the desired form of the differential equation:

However, we do not have the boundary conditions for ; we have the boundary conditions only for when and (see (11) and (12)). Since , we immediately obtain the boundary condition at , . To derive the boundary condition at , we have to specify the properties of the force profile function, (see (9)). According to the physical origin of the model, the channel walls are flexible for and rigid for .

Assumption 1. The amplitude function, , is a continuously differentiable, even function with a compact support, such that (see Figure 1)Collecting equation (17), boundary condition at , and evaluating the Fourier transformation of the boundary condition (11), we obtain the following reformulation of the IBVP (10)–(13) for :IBVP (19)–(22) is the main object of interest in the rest of the paper.

3.1. Reduction of Problems (19)–(22) to the Problem with Time-Independent Boundary Conditions

Let us introduce a new function:

Since , the problem for can be represented in the form

To reduce the IBVP (24)–(27) to the IBVP with homogeneous boundary conditions, we introduce the steady-state solution, , which satisfies the following boundary value problem:

This problem has a unique solution that can be given by an explicit formula:

It can be readily seen that the steady-state solution satisfies the initial boundary value problem (24)–(27), in which the initial state is simply .

Assumption 2. We assume that the initial state of the system is a function whose Fourier transform is a small perturbation of the steady-state solution; that is,where is a smooth compactly supported function of . Now, let us introduce a new function, , which satisfies the zero boundary conditions; that is,It can be verified by straightforward calculations that the IBVP for can be written in the following form:

3.2. Solving Problems (34)–(36) via Green’s Function

We construct an explicit solution of equation (34) satisfying the Dirichlet boundary conditions (35). The initial condition (36) is incorporated into equation (34) in which .

As is known [40, 41], the solution of the boundary problem,can be given in terms of Green’s function as

The following properties must be satisfied for [40, 41]: (i) symmetry, that is, ; (ii) continuity, that is, as ; (iii) a unit jump derivative, that is, ; (iv) the boundary conditions: ; (v) the equation: with being the Dirac delta function.

It can be verified directly that the function given by explicit formula,satisfies all properties (i)–(v). Using this Green’s function, we obtain the following solution of systems (34) and (35):which yields the desired result for :

4. Evaluation of the Inverse Fourier Transforms

We need to provide the space-time representation for the vertical component of the velocity perturbation , which is related to the derivative of the stream function by formula (6). It means that, in fact, we are looking for the inverse Fourier transform of the function . It is convenient to introduce the following notation for the inverse Fourier transform of the stream function:where

Our first result is concerned with the integral . This integral is, in fact, the solution of the IBVP with .

Theorem 1. The following explicit formula holds for the term from the decomposition (42):with the series being absolutely convergent for any , , and .

4.1. Remarks on the Proof of Theorem 1

We outline the analytical tools needed to investigate the structure of . Using Fourier and Laplace transforms, we obtain the following formula for (see (43)):where and are introduced in (2) in the description of amplitude function. Formula (47) is not convenient for the analysis of the qualitative behavior of as a function of and . For this reason, we investigate the improper integral from (47) further and evaluate it using techniques of complex analysis. To carry out the integration in (47) with respect to , we split into two exponential functions and prove that each of the two resulting integrals, which we denote by and , respectively, converges in the sense of the principal value. Each integral of and can be approximated by sequences of integrals and , ; that is, . If we fix , then the domain of integration for (as well as ) is given by , with being a sequence of positive numbers converging to zero. For each , the domain consists of two disjoint subdomains. In turn, can be represented as a limit of a sequence of integrals , where each is defined on the domain ; that is, . For a given pair , we consider a closed contour on the complex -plane, obtained by connecting two segments and by two semicircles (see Figure 4), and , where is a semicircle centered at the origin of radius and is a semicircle centered at of radius .

We show that the integral along tends to zero as and the integral along tends to zero as . Thus, we show that the integral can be obtained as a limit of a sequence of the closed contour integrals. Similar steps can be carried out for evaluation of the integral by closing the contour of its integration in the lower half-plane. In turn, closed contour integrals can be evaluated by using the Residue theorem.

As a result, we obtain that the term can be represented in the form of an infinite series given in (46). We notice that, for and , the series converges at an exponential rate. Thus, to analyze the behavior of as a function of , one can keep a finite number of terms in the sum and obtain the required accuracy.

To formulate the results on the integrals and , we assume that and make some preliminary steps. Namely, we integrate by parts twice in formula (44) and (45) and then take the sum to have

Remark 1. One can readily check that the first integral of (48) generates the following result:If we fix for and consider and such that , where is some constant, then the function is also equal to a constant. It means that the perturbation velocity moves with the speed along the -axis. The second improper integral in (48) can be represented as a sum , where

Assumption 3. Let be a smooth function with compact support; that is,such thatUsing Assumption 3, one can obtain thatIt is convenient to present the integrals , , in the formsUsing (50)–(53) and (57), we obtain the following representations for , :We evaluate these improper integrals by representing each of them as a limit of a sequence of closed contour integrals on the complex -plane and then use the Residue theorem. It turns out that the derivation of the desired result for the sum is different from the derivation for the sum .
We have to consider two separate cases: and . In what follows, we present the results for the case . The case can be analyzed in a similar manner. The first result is concerned with the sum .

Theorem 2. For , the following representation is valid for ():

Let be defined asand then the following results are valid for the sum .

Theorem 3. For , the following representations are valid for the sum ().(a)When , (b)When , (c)When ,

4.2. Statement on Data Availability

The present paper is concerned with an important question on stability of a fluid flow interacting with flexible channel walls. This research has a purely analytical nature; that is, it is devoted to finding a representation for a solution of the initial boundary value problem generated by Navier-Stokes equations in the case of a specifically chosen geometry of the channel and properties of the boundary. Due to the very nature of this research, we have used many mathematical tools (like techniques from the area of ordinary and partial differential equations, boundary value problems, integral transformations, improper integration, evaluation of contour integrals on the complex plane by using the Residue theorem, etc.). The obtained results are theoretical. In our forthcoming work, we are planning to compare analytical results with the experimental data. In the conclusion, we clearly indicate the major steps that have been carried out to present our research findings: Formulation of the fluid-structure interaction model as a rigorous initial boundary value mathematical problem (IBVP) with respect to the unknown function, which is called the stream function (see partial differential equation (5)). Having the formula for the stream function, one can obtain the vertical and horizontal components of the velocity vector and then, using the Navier-Stokes equation, one can find the analytical representation of the pressure distribution. Derivation of the boundary conditions that take into account the symmetry of the flow with respect to the centerline of the channel and the “no-slip” condition, which means that there is no relative movement between the wall and the near-wall fluid flow in the vertical direction. Reformulation of the IBVP (10)–(13) involving partial differential equation (10) in the form of the boundary value problem (19)–(22) involving parameter-dependent ordinary differential equation (19). The reformulation is possible due to the application of double integral transformations (the Fourier and Laplace transformations) to equation (10) and corresponding boundary and initial conditions. The problem of solving an ordinary differential equation (instead of a partial differential equation) is more feasible. Reduction of the IBVP (19)–(22) with time-dependent boundary conditions to the problem with time-independent Dirichlet boundary conditions (34)–(36) by using the steady-state solution. Solving the problem in (34)–(36) by using the appropriate Green’s function and getting an explicit expression (41) for the Fourier transform of the stream function . Reconstruction of the stream function itself, , from its Fourier transform. It is the most challenging technical step, since is represented as a sum: and inversion of each term , , yields its own technical difficulties. To clarify all the issues occurring in the inversion of the corresponding Fourier transform, we present the detailed analysis only for the first term , that is, for Evaluation of the improper integral with respect to from the above formula for is one of the main steps in obtaining the results. In turn, this evaluation involves the following: (a) to carry out the integration with respect to , we split the function into two exponentials and prove that each of the two resulting integrals (denoted by and , respectively) converges in the sense of principle value; (b) each integral of and can be approximated by a sequence of closed contour integrals in the complex -plane (see Figure 4 for and Figure 5 for ); (c) each closed contour integral can be evaluated by using the Residue theorem of complex analysis and represented as a finite sum of residues; (d) passing to the limits, we arrive at formula (46) for . Evaluation of the improper integrals for follows basically the same route as was used for obtaining formula (46). The proposed problem is a biologically relevant model of blood flowing through a blood vessel. The result of this work is the analytically derived solution of fluid flowing through a channel with flexible walls being perturbed by a traveling wave.

Data Availability

The present paper is concerned with an important question on stability of a fluid flow interacting with flexible channel walls. This research has a purely analytical nature; that is, it is devoted to finding a representation for a solution of the initial boundary value problem generated by Navier-Stokes equations in the case of a specifically chosen geometry of the channel and properties of the boundary. Due to the very nature of this research, we have used many mathematical tools (like techniques from the area of ordinary and partial differential equations, boundary value problems, integral transformations, improper integration, evaluation of contour integrals on the complex plane by using the Residue theorem, etc.). The obtained results are theoretical. In our forthcoming work, we are planning to compare analytical results with the experimental data. However, for the present work, no data was necessary.

Conflicts of Interest

The authors declare that they have no conflicts of interest.

Acknowledgments

Partial support by the National Science Foundation (Grant no. DMS-810826) is highly appreciated by the first author.

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Copyright © 2021 Marianna A. Shubov and Madeline M. Edwards. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

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