Mini Review Volume 2 Issue 1
1Department of Mathematics, University of Lisbon, Portugal
2Institute of Mathematicsof the Czech Academy of Sciences, Czech Republic
Correspondence: Nikolai V Chemetov, Department of Mathematics, University of Lisbon, Campo Grande, Edifcio C6, 1749-016 Lisboa, Portugal
Received: July 13, 2017 | Published: January 4, 2018
Citation: Chemetov NV, Necasova S (2018) The Motion of a Rigid Body and a Viscous Fuid in Abounded Domain in Presence of Collisions. Fluid Mech Res Int 2(1): 00014. DOI: 10.15406/fmrij.2018.02.00014
We consider the motion of a rigid body in a bounded domain filled by viscous incompressible fluid. The fluid is described by the Navier-Stokes equations. We assume the Navier condition on the boundary of the body and the Dirichlet condition on the boundary of the domain. We give the global-in-time solvability result of the weak solution. The result allows a possibility of collisions of the body with the boundary of the domain.
Keywords: navier-stokes equations, navier boundary condition, solidification
We investigate the motion of a rigid body inside a viscous incompressible fluid. Let ΩΩ be a bounded domain of ℝNRN for N=2N=2 or 33 . At the initial moment t=0t=0 the body and the fluid occupy an open connected set S0⊂ΩS0⊂Ω and the set F0=Ω\¯S0,F0=Ω\¯¯¯¯S0, respectively. The motion of any point y=(y1,..,yN)T∈S0y=(y1,..,yN)T∈S0 is described by an isometry, preserving orientation.
A(t,y)=q(t)+ℚ(t)(y−q(0)), t∈0,T],A(t,y)=q(t)+Q(t)(y−q(0,))t∈0,T], (1)
where q=q(t)q=q(t) is the body mass center and Q(t) is the rotation matrix, such that ℚ(t)ℚ(t)T=IQ(t)Q(t)T=I , ℚ(0)=IQ(0)=I with II being the identity matrix. Hence the body and the fluid occupy the sets S(t)=A(t,S0)S(t)=A(t,S0) and F(t)=Ω\¯S(t)F(t)=Ω\¯¯¯¯¯¯¯S(t) at any time t. The velocity of the body is related with the isometry AA by
u=q'(t)+ℙ(t)(x−q(t)) for x∈S(t),u=q'(t)+P(t)(x−q(t))forx∈S(t), (2)
where the matrix ℙ(t)P(t) fulfills dℚdtℚT=ℙdQdtQT=P , such that there exists a vector ω=ω(t)∈ ℝN,ω=ω(t)∈RN, satisfying ℙ(t)x=ω(t)×x,P(t)x=ω(t)×x, ∀x∈ℝN.∀x∈RN.
Let ρρ be the density of the body S(t) and of the fluid F(t)F(t) at a time t∈0,T].t∈0,T]. Then the mass of the body S(t)S(t) is equal to m=∫S(t)ρ dxm=∫S(t)ρdx . The stress and the deformation-rate tensors of the fluid are given by
P=−pI+2μf Du and Du=12{∇u+(∇u)T},P=−pI+2μfDuandDu=12{∇u+(∇u)T},
where pp is the fluid pressure and the viscosity μfμf of the fluid is a positive constant. The matrix of the inertia moments of the body is calculated as
J=∫S(t)ρ(|x−q(t)|2I−(x−q(t))⊗(x−q(t))) dx.J=∫S(t)ρ(|x−q(t)|2I−(x−q(t))⊗(x−q(t)))dx.
Therefore the motion of the fluid and of the body is governed by the following system
∂tρ+(u⋅∇)ρ=0, divu=0, ρ(∂tu+(u⋅∇)u)=divP+g for x∈F(t),∂tρ+(u⋅∇)ρ=0,divu=0,ρ(∂tu+(u⋅∇)u)=divP+gforx∈F(t),
mq"=∫∂S(t)Pn dx+∫S(t)g dx,mq"=∫∂S(t)Pndx+∫S(t)gdx,
d(Jω)dt=∫∂S(t)(x−q(t))×Pn dx+∫S(t)(x−q(t))×g dx for x∈S(t)d(Jω)dt=∫∂S(t)(x−q(t))×Pndx+∫S(t)(x−q(t))×gdxforx∈S(t) (3)
with the initial conditions
S=S0, ρ=ρ0, u=u0 at t=0.S=S0,ρ=ρ0,u=u0att=0. (4)
In system (3) nn is the unit outward normal to ∂S(t)∂S(t) and gg is an external force.
The global existence of weak solutions of rigid bodies moving in a fluid has been investigated by many mathematicians: Hoffmann, Starovoitov,1 Conca C et al.2 Feireisl E et al.3 Bost C et al.4 Desjardins B et al.5 Gunzburger MD et al.,6 Takahashi T et al,7 Judakov NV8 and etc.. All of these authors have considered the non-slip boundary condition on the boundaries of the body and the domain, although this boundary condition gives a paradoxical result of no collisions between the body and the boundary of the domain.9‒11 In the articles,11‒13 the authors have studied the question of possible collisions with respect of the regularity of velocity and the regularity of boundaries. For instance, in Gérard-Varet et al.12 have demonstrated that under C1,αC1,α -boundaries the collision is possible in a finite period of time if and only if α<1/2.α<12./ These mentioned results have demonstrated that a more accurate model is needed for the description of the motion of bodies in a viscous incompressible fluid.
Another possibility to include collisions is to consider the slippage on the boundaries. The slippage is prescribed by the Navier type of boundary condition. It means that there is only the continuity of velocity field in the normal component. A particular case, when the motion of a rigid body is prescribed, has been considered by Neustupa & Penel.14 They have investigated a prescribed collision of a ball with a wall, when the slippage is allowed on the boundaries of the ball and of the wall. This pioneer result14 has shown that the slip boundary condition cleans the no-collision paradox. First result in the case of the motion of a single body, moved in the whole space ℝ3R3 , has been considered in G Planas15 Recently Gérard-Varet et al.16 have proved a local-in-time existence result: up to collisions. The free fall of a ball with assumptions on symmetry and touching point has been studied in D Gérard Varet17 In this article it has been shown that the ball touches the boundary of the wall in a finite period of time in the case of Navier boundary conditions on the boundaries of the ball and the wall.
In this article we close system (3) by adding Navier boundary condition
us⋅n=uf⋅n, (Pn+γ(uf−us))⋅s=0 on ∂S(t),us⋅n=uf⋅n,(Pn+γ(uf−us))⋅s=0on∂S(t), (5)
and Dirichlet boundary condition
u=0 on ∂Ω.u=0on∂Ω. (6)
Here usus and ufuf are the trace values of the velocity uu on ∂S(t)∂S(t) from the rigid side S(t)S(t) and from the fluid side F(t),F(t), respectively. The outer normal and arbitrary tangent vector to ∂S(t)∂S(t) are denoted by nn and ss . The constant γ>0γ>0 is a so-called friction coefficient of ∂S0.∂S0.
To introduce the concept of weak solution for system (1)-(6), let us define some spaces of functions
V0,2(Ω)={v∈L2(Ω): div v=0 in D'(Ω), v⋅n=0 in H−1/2(∂Ω)},
BD0(Ω)={v∈L1(Ω): Dv∈M(Ω), v=0 on ∂Ω},
Where n is the unit normal to the boundary ∂Ω of the domain Ω and M(Ω) is the space of bounded Radon measures. Let S be an open connected subset of Ω. We consider the space
KB(S)={v∈BD0(Ω): Dv∈L2(Ω\ˉS), Dv=0 a.e. on S, div v=0 in D'(Ω)}
In what follows we admit that the boundary ∂Ω∈C0,1 of the domain Ω and the boundary ∂S0∈C2 of the rigid body S0.
Definition
The triple {A,ρ,u} is a weak solution of system (1)-(6), if the following three conditions are fulfilled:
∫T0∫Ω ρ(ξt+(u⋅∇)ξ) dtdx=−∫Ω ρ0ξ(0,⋅) dx, ∀ξ∈C1([0,T]×ˉΩ), ξ(T,⋅)=0; (7)
∫T0∫Ω\∂S(t){ρuyt+ρ(u⊗u):Dy−2μf Du:Dy +gy}dxdt=−∫Ωρ0u0y(0,⋅) dx+∫T0{∫∂S(t) γ(us−uf)(ys−yf) dx}dt (8)
Our main result is the following theorem shown in NV Chemetov28
Theorem We assume that ¯S0⊂Ω. Let
ρ0(x)={ρs(x)⩾const>0, x∈S0,ρf=const>0, x∈F0, ρs∈L∞(S0),
u0∈V0,2(Ω), Du0=0 in D'(S0), g∈L2(0,T;(KB(S(t)))∗). (9)
Then for any given T>0 system (1)-(6) possesses a weak solution {A,ρ,u}, such that the isometry A(t,⋅) is Lipschitz continuous with respect to t∈[0,T],
ρ(t,x)={ρs(A−1(t,x)),x∈S(t);ρf,x∈F(t), for a.e.t∈(0,T), (10)
u∈Cweak(0,T;V0,2(Ω)) and the following energy inequality holds
12∫Ω ρ|u|2(r) dx+∫r0{∫F(t)2μf |D u|2 dx+∫∂S(t)γ|uf−us|2 dx}dt
⩽12∫Ω ρ0|u0|2 dx+∫r0<g,u> dt for a.e. r∈(0,T). (11)
Let us point out that in D Gérard Varet17 it has been also studied the mixed case: Navier type condition on the boundary of the ball and Dirichlet condition on the boundary of the wall (the boundary conditions (5), (6)). The boundaries of the ball and the wall have been belonged to the class C∞ . In this case it has been shown that the ball never touches the boundary of the wall for these boundary conditions. Nevertheless of the result,17 the contacts of the body and the boundary of the domain are available in Theorem 2.2, due to the low regularity of the boundaries ∂Ω∈C0,1 , ∂S0∈C2 . Moreover Theorem 2.2 is valid for any external force g∈L2(0,T;(KB(S(t)))∗) . Let us refer to the example constructed by Starovoitov.11 In order to create a collision of the body with the boundary of the domain (in the case of non-slip conditions on the boundaries ∂Ω and ∂S0 ), an appropriate external force from H−1 -space has been chosen. Regarding to the uniqueness of solutions we have to investigate two different situations: firstly we consider that the body S(t) does not touch the boundary ∂Ω and secondly we admit the body contacts the boundary.
The unique solvability of the weak solution for the 2-D case was proved in the work of Glass O et al.16 The uniqueness result was obtained on the time interval as long as no collision occurs. It is well-known that the uniqueness of the weak solution is not yet shown for the three-dimensional Navier-Stokes equations, then we can not expect to derive the uniqueness for 3D weak solution of system (1)-(6). Concerning to the 3D uniqueness of strong solution, we remark that the local existence of unique strong solution and the weak-strong uniqueness have been obtained in the articles19 on the time interval where the strong solution exists.
In case that the body contacts the boundary, the situation is more delicate, since Definition 2.1 does not predict what may happen after the collision of the body S(t) with the boundary ∂Ω . In fact, equation (8) does not prescribe any rebound law. In the article20 two solutions have been constructed with different behaviors after collisions: the first describes the body hits the boundary ∂Ω and gets bounced back, and in the second solution the body and the boundary ∂Ω remain in contact after the collision. Therefore when the collisions happen the model must be more sophisticated.
It is not clear how to model correctly the situation at/after the collisions. It is still an open question. One natural way is to consider an elastic body and an elastic boundary instead of rigid ones. We can mention few results for the motion of an elastic body (and an elastic boundary) in a viscous fluid obtained by Boulakia M,21 Canic S22 and Kukavica I, et al.23 where local-in-time existence results have been demonstrated as long as no collisions occur. The investigations of contacts of elastic bodies are not known to us.
First we introduce an approximate scheme to system (1)-(6), using the idea that the "body+fluid" can be approximated by a non-homogeneous fluid, having different values of viscosity in three zones: approximation of "body", approximation of Navier boundary condition (5) and "fluid" zone.
To construct such approximation problem we fix the following notations. For an open connected set S⊂ℝN , we define dist[x,S]=in fy∈S|x−y|, dS(x)=dist[x, ℝN\S]−dist[x,S] for any x∈ℝN , [S]δ=d−1S((δ,+∞)) - the δ−kernel of S and ]S[δ=d−1S((−δ,+∞)) - the δ−neighborhood of S .
As Ω is a bounded domain, we assume that Ω⊂]−L,L[N=T for a certain L>0. Let us extend the functions ρ0,u0 and g by zero values on T. Let us consider the characteristic functions ξ(x), φ0(x) and χδ0(x) of the sets T\¯[Ω]2τ, S0 and ]S0[δ\¯S0 , defined on the whole T. Also we define ρεδ0=(1−χδ0)ρ0+εχδ0.
Let σ∈C∞(ℝ) be a positive even function with support in (−1,1), such that ∫ℝNσ(|x|) dx=1. We denote στ(x)=1τNσ(|x|τ) for any τ>0 . Now we can define the standard mollification of u on τ by ˉuτ(t,x)=∫Tu(t,y) στ(x−y) dy, ∀x∈ℝN, where u is extended by zero outside of a domain Ω .
The approximation problem to system (1)-(6) consists of the transport equations
∂tρ+(ˉuτ⋅∇)ρ=0, ∂tφ+(ˉuτ⋅∇)φ=0, ∂tχ+(ˉuτ⋅∇)χ=0 in (0,T)×]T[τ,
ρ(0)=ρεδ0, φ(0)=φ0, χ(0)=χδ0 in ]T[τ, (12)
and the momentum equation
∫T0{∫T[ρu∂ty+ρu(ˉuτ⋅∇)y−ξεuy−μδDu:Dy+ρgy] dx
−∫]T[τζεDˉuτ:Dˉyτ dx}dt=−∫Tρεδ0u0y(0,⋅) dx, (13)
which is valid for any test function y∈L2(N−1)(0,T;V1,2(T))∩H1((0,T)×T): y(T,⋅)=0. Here
ξε=1εξ, μδ=φ+2μfθ+γ0χ∫]T[τχ dx, ζε=1εφ, θ=1−(φ+χ)
with the constants γ0=γ|∂S0|, |∂S0|=∫∂S01dx.
In relation (13) the “viscosity” term ζε is an analog of penalization, introduced in KH offmann1 where the rigid body is replaced by a fluid, having high viscosity value. The first and second terms in the "viscosity" μδ correspond to the "rigid" region and the fluid, respectively. The third term in μδ defines a mixture region between the "body" and the fluid, which approximates the jump boundary term on ∂S(t) in (8). The penalization ξε was developed in E Feireisl3 which is used here just for technical purposes. The solvability of this approximation problem (12)-(13) can be shown by Galerkin’s method and theoretical results for transport equations.24‒26
The demonstration of Theorem 2.2 is a quite lengthy and technical one. The details can be found in NV Chemetov.29
The work of S Necasova was supported by Grant No. 16-03230S of GACR in the framework of RVO 67985840.
Author declares that there is no conflict of interest.
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