On the free-boundary Incompressible Elastodynamics with and without surface tension
Abstract
We consider a free-boundary problem for the incompressible elastodynamics describing the motion of an elastic medium in a periodic domain with a moving boundary and a fixed bottom under the influence of surface tension. The local well-posedness in Lagrangian coordinates is proved by extending Gu-Luo-Zhang[8] on incompressible magnetohydrodynamics. We adapt the idea in Luo-Zhang[23] on compressible gravity-capillary water waves to obtain an energy estimate in graphic coordinates. The energy estimate is uniform in surface tension coefficient if the Rayleigh-Taylor sign condition holds and thus yields the zero-surface-tension limit.
1 Introduction
We consider the incompressible free-boundary elastodynamic equations
(1.1) |
Here and is the periodic domain occupied by the elastic medium at time . denotes the velocity and fluid pressure of the elastic medium. is the deformation tensor and is the transpose of . is the Cauchy-Green tensor for neo-Hooken elsatic materials. is the standard spatial derivative, div is the standard divergence for any vector filed . is the material derivative. We consider the boundary conditions of (1.1)
(1.2) |
Here is the tangent bundle of . The moving boundary consists of the moving top and the fixed flat bottom . The first condition is the kinematic boundary condition indicating the boundary moves with the velocity of the fluid. The second condition shows the deformation tensor is tangential on the boundary, where is the unit normal vector to the boundary. The third condition shows that the pressure is balanced by surface tension on the moving top , where is the surface tension constant and is the mean curvature of the moving surface.
Now we write the system in terms of columns of the deformation tensor. Let be the -th column of for any matrix A. Then the last equation of (1.1) reads
(1.3) |
It follows that
(1.4) |
Hence, the first equation reads
(1.5) |
Since , the third equation reads
(1.6) |
Columnwisely , the boundary condition reads
(1.7) |
The system (1.1) can be reformulated as
(1.8) |
with the boundary condition
(1.9) |
1.1 History and Background
Let us first briefly review the results of the free-boundary Euler equations, which have been intensively studied in recent decades. The first breakthrough was by Wu [25, 26] on the local well-posedness(LWP) of the irrotational water wave. For the general incompressible problem with non-zero vorticity, Christodoulou-Lindblad [1] established an apriori energy estimate and Lindblad [17, 20] proved the LWP for the case without surface tension by Nash-Moser iteration, which leads to a loss of regularity. Coutand-Shkoller [3, 4] proved the LWP for the case with surface tension by introducing tangential smoothing and avoided the loss of regularity.
The study of free-boundary compressible fluid is much less and most of the results only deal with the case without surface tension. Lindblad [18, 19] first proved the LWP by Nash-Moser and Trakhinin [24] extended the LWP to non-isentropic fluid in an unbounded domain, but both results have a loss of regularity. Luo [21] established an apriori estimate without loss of regularity for the isentropic case and Luo-Zhang [22] proved the LWP without using the Nash-Moser iteration. For the case with non-zero surface tension, Luo-Zhang [23] proved the LWP of the gravity-capillary water waves by tangential smoothing and artificial viscosity with an energy estimate uniform in Mach number and the surface tension coefficient, by which the incompressible limit and the zero surface tension limit can be simultaneously justified.
Now we review the developments of incompressible elastodynamics. The fixed-boundary problem of the elastodynamics is well-understood and the global existence is expected and we refer to [12, 11, 14, 16, 15, 2, 5]. However, the free-boundary problem is more difficult as we have limited boundary regularity and the boundary terms can enter the highest order in the energy estimate. Most of the existing literature neglected the effect of surface tension. Gu-Wang [9] and Li-Wang-Zhang [13] proved the LWP under a mixed stability condition. Hu-Huang [10] proved the LWP under the Rayleigh-Taylor sign condition. For the case with surface tension, Gu-Lei [7] proved the local well-posedness of the two-dimensional case by studying the viscoelastic system in Lagrangian coordinates and the vanishing viscosity limit.
Studying the case with nonzero surface tension with Lagrangian coordinates is painful due to its complicated description of the boundary. In this paper, we try to adapt the idea in Luo-Zhang [23] to establish an energy estimate for the incompressible elastodynamics with surface tension in graphical coordinates, by which the mean curvature of the boundary can be neatly formulated. Moreover, the energy estimate is uniform in surface tension coefficient and directly leads to zero surface tension limit. However, we have to point out that the LWP in graphical coordinates cannot be directly studied with tangential smoothing, since the divergence-free condition and the boundary condition of the deformation tensor can not be propagated from the constraints on the initial data in the tangentially smoothed system.
1.2 Outline of the paper
This paper is organised as follows. In Section 2, we first reformulate the system in the Lagrangian coordinates and establish the LWP by extending Gu-Luo-Zhang [8] on the LWP of Magnetohydrodynamics(MHD), then we introduce the formulation in the graphical coordinates and our main results. In Section 3, we recall some preliminary results that will be useful in the paper. Section 4 is the derivation of our energy estimate and Section 5 concerns the zero surface tension limit.
2 Reformulation of the system
2.1 Lagrangian Coordinates
The system (1.8)-(1.9) is similar to the free-boundary incompressible magnetohydrodynamics considered in Gu-Luo-Zhang[8] and thus the local wellposedness can be directly proven by extending their result.
2.1.1 Reformulation in Lagrangian Coordinates
We reformulate the equations in Lagrangian coordinates to transform the free-boundary problem to be a fixed boundary problem on
Let , . and be the flow map, i.e.,
with
We introduce the Lagrangian variables
We define the cofactor matrix , it follows that the material derivative reduces to time derivative and the spacial derivative becomes . Let be the unit outer normal vector of , the system (1.8)-(1.9) becomes the following:
(2.1) |
with the boundary condition
(2.2) |
where is the metric induced on by the embedding and is the Laplacian of .
2.1.2 Local Well-posedness in Lagrangian Coordinates
This system (2.1)- (2.2) is identical to the one considered in Gu-Luo-Zhang[8] by replacing by the magnetic field , hence we can apply their result to obtain the local well-posedness, provided the initial data satisfies certain compatibility conditions.
Theorem 2.1.
(Local existence) Let and be divergence-free vector fields with and define the initial data of to satisfies the following elliptic equation
(2.3) |
Then there exists some depending on , such that the system (1.8)-(1.9) with initial data has a unique strong solution with the energy estimates
(2.4) |
where depends on and
(2.5) | ||||
(2.6) |
here is the canonical normal projection defined on the moving interface.
2.2 Graphic Coordinates
The remaining parts of this paper are devoted to developing an uniform energy estimate, provided the Rayleigh-Taylor sign condition is satisfied, and thus we can obtain the zero-surface tension limit. This allow us to show the LWP for the case of
2.2.1 Reformulation in Graphic Coordinates
We introduce graphical coordinates to convert the free-boundary problem into a fixed domain problem on
Let . The moving top is represented by the graph of . To fix the interior, we introduce the extension of
(2.7) |
where satisfying
(2.8) |
for some small constant .
Note that
(2.9) |
By (2.8), we have
(2.10) |
for some small . It follows from (2.9) and (2.10)
(2.11) |
for some . Let
(2.12) |
then (2.11) ensures us to define the diffeomorphism .
Now we introduce the graphical variables
(2.13) |
Also, we introduce the induced differential operator so that for any function and , we have
(2.14) |
It follows that
(2.15) | ||||
(2.16) | ||||
(2.17) |
We define the cofactor matrix
(2.18) |
It follows that
(2.19) |
Next, we introduce the material derivative
(2.20) | ||||
(2.21) |
where and .
Now, we reformulate the boundary conditions. Let be the standard normal vector to the moving top and the unit normal vector to the fixed bottom. By (2.21),
(2.22) |
since
(2.23) |
and
(2.24) |
we have is tangential if
(2.25) | ||||
(2.26) |
Next, for the boundary condition of , by definition of mean curvature,
(2.27) |
Consequently the systems (1.1) and (1.8) are converted into
(2.28) |
with the boundary conditions
(2.29) |
We can show that div and the boundary condition are only constraints on the initial data.
Proposition 2.2.
Proof Taking on , we have
where the fourth term vanishes due to the divergence-free condition of and the third term cancels the second term. We have
(2.32) |
which is a linear equation of and the propagation of follows from standard characteristic curve method. For the boundary condition, we consider on the boundary, let
We times on both sides to have
where the second term cancels exactly the third and fourth term,
Hence, we have a linear equation of on the boundary
(2.33) |
2.3 The main result
Theorem 2.3.
Let , satisfies the above system. Define
(2.34) |
Then there exists such that
(2.35) |
Furthermore, if the Rayleigh-Taylor sign condition is assumed, then enters the energy and the estimate become uniform.
3 The auxiliary results
3.1 Preliminary Lemmas
Lemma 3.1.
For and generic function ,
(3.1) |
Proof It directly follows from the fact that , where . More precisely
Lemma 3.2.
(Integration by parts) Let ,
(3.2) |
where are the normal vector function of respectively.
Proof The proof follows from change of variable and standard integration by parts. Let such that , then
Lemma 3.3.
(Transport Theorem) Let
(3.3) |
Proof The proof follows from definition of , and integration by parts,
3.2 Elliptic Estimates
Lemma 3.4.
(The Hodge-type elliptic estimate) Let be a smooth vector field and , then
(3.4) |
We refer to lemma B.2 of [6] for the proof
Lemma 3.5.
(Low regularity elliptic estimate) Assume with on satisfying
(3.5) |
where and with the compatibility condition
(3.6) |
Then, we have
(3.7) |
4 Energy estimate
4.1 Pressure Estimate
By the first equation of (2.28),
(4.1) |
Taking , we have
(4.2) |
with the boundary condition
(4.3) |
which is exactly the form of the elliptic system in lemma (3.5) and satisfies the compatibility condition. It follows that
(4.4) |
For the higher order term, by definition or and taking the normal component of (4.1),
(4.5) |
Let and . We have
(4.6) |
Next, by definition of ,
(4.7) |
Let or , we have
(4.8) |
4.2 Div-Curl Estimate
We adopt Hodge-type elliptic estimates to study
By lemma (3.4), replacing by and and by , we have
(4.9) | ||||
(4.10) |
4.2.1 -estimates
Testing with the first equation of (2.28), we have
(4.11) |
On the left-hand side, by the transport theorem (3.3) and integration by parts (3.2),
(4.12) |
where the boundary term on vanishes due to the slip boundary condition on and the second term vanishes due to the incompressible condition .
Plugging in the kinematic boundary condition and the boundary condition for , then integrate by parts
(4.13) | ||||
(4.14) | ||||
(4.15) |
On the right-hand side of (4.11), since we can integrate by parts to get
(4.16) |
where the boundary term vanishes since on Since , it follows from (4.16) that
(4.17) |
Therefore,
(4.18) |
4.2.2 Curl estimates
In this section, we control and . Recall in the system (2.28) that we have
(4.19) | ||||
(4.20) |
Taking the curl operator, we have
(4.21) | ||||
(4.22) |
where and . Next taking , with ,
(4.23) | ||||
(4.24) |
where and .
Now we test (4.23) with
(4.25) |
Then we integrate by parts to get
(4.26) | |||
(4.27) |
where the boundary term vanishes as It follows from (4.25) and (4.27) that
(4.28) |
It remains to control the error terms on the right-hand side of (4.28). We first control . Since
we have
(4.29) |
Also
it follows that
(4.30) |
Since the terms of (4.29) and (4.30) are up to the first order, they can be easily controlled by the energy even after taking . For , since only contains the first order of and has only 1 derivative on , can have at most derivative on and . More precisely, up to lower order terms,
where . The reasoning for is the same. Hence,
(4.31) |
The argument for the control of is similar by replacing by .
Now, for , again, we can see that the terms of and are up to forth order of and . We can then control the highest order term by ,
(4.32) |
Let . The estimate for the general cases for and follows from a parallel argument by taking on and with the number of time derivatives of up to 4. Consequently,
(4.33) |
4.3 Tangential Estimate
To get the tangential estimate , we have to take on the first equation of (2.28), the process produces a trouble term . Since contains , the commutator contains , a term with 4 derivatives on , which can be controlled by . However, the highest energy term of from the tangential esimtae is . It follows that the commutator cannot be controlled uniformly.
4.3.1 Alinhac’s Good Unknown
To avoid the appearance of the top order of , we introduce the Alinhac’s good unknown. Let , ,
(4.34) |
where for and
(4.35) | ||||
(4.36) |
Then by similar calculation, we get
(4.37) |
where
(4.38) | ||||
(4.39) |
Next, we study
(4.40) |
where
(4.41) | ||||
(4.42) |
The quantity is called the Alinhac’s Good Unknown of . It follows that the control of yields the control for , more precisely
(4.43) |
4.3.2 Reformulation in Alinhac’s Good Unknown
Let
(4.44) |
Taking on the first equation of (2.28), then by (4.36), (4.37) and (4.40),
(4.45) |
where
(4.46) |
Similarly, we have
(4.47) | ||||
(4.48) |
where
(4.49) |
Next, we reformulate the boundary conditions. By definition of ,
(4.50) |
For the kinematic boundary condition, on ,
(4.51) |
where
(4.52) |
For the slip boundary condition, since and on ,
(4.53) |
4.3.3 Energy estimate with full spatial derivatives
In this section, we study the equations with full spacial derivative, more precisely, .
Theorem 4.1.
There exists so that
(4.54) |
Furthermore, if the Rayleigh-Taylor sign condition is assumed on , the term enters the energy and the estimate become -uniform
(4.55) |
Testing (4.45) with , we have
(4.56) |
Integrating by parts, then by on and (4.48),
(4.57) |
Next, integrating by parts, then by (4.47) and ,
(4.58) |
where the boundary term vanishes due to on . Summing up (4.56), (4.57) and (4.58), we have
(4.59) |
Control of the error terms
Let and . It directly follows from the definition of and that
(4.60) | ||||
(4.61) |
Then
(4.62) |
where
(4.63) |
Next,
(4.64) |
where
(4.65) | ||||
(4.66) |
Similarly,
(4.67) |
where
(4.68) | ||||
(4.69) |
Control of
Plugging in the higher order kinematic boundary condition (4.51), we have
(4.70) |
For the first term, invoking the boundary condition for pressure (4.50),
(4.71) |
We first deal with the term contributed by the surface tension. Let , integrating by parts,
(4.72) |
Observing the symmetry in the first term, we expect it to contribute to energy terms,
(4.73) |
We do the following calculation to check that indeed give rise to the energy of surface tension, we do the following calculation.
(4.74) |
Since is bounded in short time, it follows that
(4.75) |
Now, it remains to control and . For , observe that contributes to . Although contributes to the top order of , it is attached with . Hence,
(4.76) |
For , we first deal with
(4.77) |
Let . Notice that in the commutator , the top order terms appears when lands on or , more precisely, contributes to
(4.78) | ||||
(4.79) | ||||
(4.80) |
The first term and the last term have similar structures, the second term is even easier as it only contains the lower order term of the commutator, so we only deal with . Integrating by parts,
(4.81) |
The control of is similar by noticing that the highest order term of the commutator occurs when lands on or when lands on ,
(4.82) |
By (4.72), (4.73), (4.76), (4.81), (4.82), we have
(4.83) |
It follows from (4.75) that
(4.84) |
Next, we deal with the term . If we assume the Rayleigh-Taylor sign condition on , then the term enters the energy. More precisely, by observing the symmetry, we have
(4.85) |
where
(4.86) |
However, if we drop the Rayleigh-Taylor sign condition, we can only control the term depending on ,
(4.87) |
where
(4.88) |
For the second term,
(4.89) |
For , it is not hard to see the symmetry. Integrating by parts,
(4.90) |
It follows that
(4.91) |
For , there is a symmetric structure of . Let , we expand
(4.92) |
The commutator term can be directly controlled similar to , we have
(4.93) |
For , we first integrate by parts,
(4.94) |
where can be directly controlled,
(4.95) |
then we integrate in by parts to get symmetric terms,
(4.96) |
Hence,
(4.97) |
which closes the control of . By (4.89), (4.92), (4.91), (4.92), (4.93), (4.94), (4.95), (4.97), we have
(4.98) |
It remains to control the last term
(4.99) |
Since consists of only lower order terms, we have
(4.100) |
For , since has 4 derivatives on the boundary, we have to remove at least half of the derivative of to close the estimate. Let ,
(4.101) |
For , we plug in the boundary condition of , then integrate by parts to get
(4.102) |
can be directly controlled by
(4.103) |
Combining (4.59), (4.84), (4.85), (4.86), (4.87), (4.88), (4.98), (4.99), (4.100), (4.101),(4.103), (4.102), we have
(4.104) |
Furthermore, if the Rayleigh-Taylor sign condition is assumed, the term enters the energy and we have the uniform estimate
(4.105) |
By (4.43), we can replace and by and respectively. Hence, we conclude the proof of Theorem 4.1.
The case when there is at least one spatial derivative in , i.e. can be studied with the same analysis as above.
4.3.4 Energy estimate with time derivatives
In this section, we focus on the fully times differentiated equations, i.e .
Theorem 4.2.
There exists such that
(4.106) |
Furthermore, if the Rayleigh-Taylor sign condition is assumed on , the term enters the energy and the estimate become -uniform,
(4.107) |
Parallel to the case with spatial derivatives (4.59), we have
(4.108) |
The Alinhac good unknowns reads
(4.109) |
with the following properties, for any function and
(4.110) | ||||
(4.111) |
where, for
(4.112) | ||||
(4.113) | ||||
(4.114) |
Also, the remaining terms read
(4.115) | ||||
(4.116) |
Control of the error terms
Let , then
(4.117) | ||||
(4.118) |
where can be controlled by taking on the kinematic boundary condition. More precisely,
(4.119) |
It follows that
(4.120) |
Next,
(4.121) | ||||
(4.122) |
Then, we can directly control the error terms
(4.123) | ||||
(4.124) |
As for
(4.125) |
we can only control the second term
(4.126) |
and cannot be directly controlled as above, since we do not have the control of . However, it can be cancelled later in the control of .
Control of
Plugging in to (4.51), (4.52), we have the time differentiated kinematic boundary condition
(4.127) |
where
(4.128) |
Also, we have the boundary condition for on ,
(4.129) |
Now, we plug in the kinematic boundary condition to get
(4.130) |
For , plugging in the boundary condition,
(4.131) |
The control of is parallel to the estimate of replacing by , we have
(4.132) |
For , if we assume the Rayleigh-Taylor sign condition , then we can handle similarly to by generating an energy term . However, if we drop the sign condition, we will need some new estimate to bound , since it has a top order term which is not in the energy.
To study , we use the kinematic boundary condition,
(4.133) |
It follows that
(4.134) | ||||
(4.135) |
Note that we do not need to estimate and , since they will be cancelled by parts of and . As for , the term has the top order of on the boundary, which we certainly cannot directly control. We first plug in (4.119) for and use Green’s formula to drag the term from boundary to the domain ,
(4.136) |
where can be directly controlled
(4.137) | ||||
(4.138) | ||||
(4.139) |
For , we invoke the time integral and integrate by parts,
(4.140) |
where
(4.141) |
As for , the only trouble term is , which we can make absorbed to the left-hand side by Cauchy inequality,
(4.142) |
Combining (4.132), (4.137), (4.138), (4.139), (4.141), (4.142), we get the estimate of ,
(4.143) |
Next, we expand ,
(4.144) |
where the second term cancels and the fifth term cancels . The first term can be controlled exactly as the analysis of replacing by and the fourth term can be directly controlled as follows,
(4.145) |
It remains to control the third term,
(4.146) |
For the first term, invoking the boundary condition and integration by parts,
(4.147) |
Similarly, for the last term,
(4.148) |
As for the second term
(4.149) |
we seek for cancellation from the interior term . Note that the possible trouble terms in are
(4.150) | ||||
(4.151) | ||||
(4.152) |
while the remaining terms are contributed by the lower order terms of and can be controlled by integrating by parts under time integral. Due to the divergence free of , vanishes,
(4.153) |
Next, we expand ,
(4.154) |
We can easily see the similarity between and . After integrating by parts in , the boundary term exactly cancels .
(4.155) |
which can be handled by integrating by parts
(4.156) |
Finally, it remains to control and . Recall that and , so
(4.157) |
where the first term vanishes due to . The second term can be controlled after integration by parts since only contains up to 2 time derivatives of and 3 time derivatives of . For the last term, after integration by parts and integration by parts, it contributes to the top order term,
(4.158) |
Combining (4.143), (4.144), (4.145), (4.147),(4.148), (4.156), (4.158), after choosing carefully, we conclude the estimate
(4.159) |
5 Zero surface tension limit
In this section, we study the behaviour of the solution of (2.28)-(2.29) as the surface tension coefficient tends to 0 and thus show that the solution of (2.28)-(2.29) can be passed to the zero surface tension limit. Consider the following incompressible elastodynamics without surface tension reformulated in graphic coordinates:
(5.1) |
with the boundary conditions
(5.2) |
To differentiate between the the solution of (5.1)-(5.2) and (2.28)-(2.29), we denote the solution of (2.28)-(2.29) by to emphasise the dependence of the solution on . We have shown that are bounded uniformly in , provided the Rayleigh-Taylor sign condition holds. Hence the Morrey-type embeddings imply that are equicontinuous and uniformly bounded in and is equicontinuous and uniformly bounded in , which implies in as tends to zero.
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