Global existence in critical spaces for non Newtonian compressible viscoelastic flows
Xinghong Pan, Jiang Xu, Yi Zhu

TL;DR
This paper proves the global existence of strong solutions for multi-dimensional compressible viscoelastic flows of Oldroyd type in critical spaces without structural conditions, introducing effective flux to handle partial dissipation.
Contribution
It removes the structural condition requirement and introduces effective flux to establish global solutions in critical spaces for non-Newtonian compressible viscoelastic flows.
Findings
Proved global existence of strong solutions in critical spaces.
Introduced effective flux to handle partial dissipation.
Achieved results without structural conditions.
Abstract
We are interested in the multi-dimentional compressible viscoelastic flows of Oldroyd type, which is one of non-Newtonian fluids exhibiting the elastic behavior. In order to capture the damping effect of the additional deformation tensor, to the best of our knowledge, the "div-curl" structural condition plays a key role in previous efforts. Our aim of this paper is to remove the structural condition and prove a global existence of strong solutions to compressible viscoelastic flows in critical spaces. The new ingredient lies in the introduction of effective flux , which enables us to capture the dissipation arising from \textit{combination} of density and deformation tensor. In absence of compatible conditions, the partial dissipation is found in non-Newtonian compressible fluids, which is weaker than that of usual Navier-Stokes equations.
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Global existence in critical spaces for non Newtonian compressible viscoelastic flows
Xinghong Pan, Jiang Xu & Yi Zhu
Abstract
We are interested in the multi-dimentional compressible viscoelastic flows of Oldroyd type, which is one of non-Newtonian fluids exhibiting the elastic behavior. In order to capture the damping effect of the additional deformation tensor, to the best of our knowledge, the “div-curl” structural condition plays a key role in previous efforts. Our aim of this paper is to remove the structural condition and prove a global existence of strong solutions to compressible viscoelastic flows in critical spaces. The new ingredient lies in the introduction of effective flux , which enables us to capture the dissipation arising from combination of density and deformation tensor. In absence of compatible conditions, the partial dissipation is found in non-Newtonian compressible fluids, which is weaker than that of usual Navier-Stokes equations.
Keywords: compressible viscoelastic flows, critical Besov spaces, global existence
Mathematical Subject Classification 2010: 35Q35, 35B40, 35L60
1 Introduction
In the Eulerian description, a general compressible fluid evolving in some open set of is characterized at every material point in and time by its velocity field density pressure . In the absence of external forces and heat diffusion, those physical quantities are governed by
- •
The mass conservation:
[TABLE]
- •
The momentum conservation:
[TABLE]
In the regime of Newtonian fluids, stands for the viscous stress tensor, which is given by
[TABLE]
Here and are the viscosity coefficients and is the deformation tensor. So one can get the baratropic Navier-Stokes equations of compressible fluids:
[TABLE]
In the last several decades, there have been many attempts to capture different phenomena for non-Newtonian fluids such as those in the Ericksen-Rivlin models, the high-grade fluid models, the Ladyzhenskaya models and so on. One particular subclass of non-Newtonian fluids is of Oldroyd type, that is, \mathbb{S}\triangleq\lambda\mbox{\rm div}\;\!u\,{\rm Id}\,+2\mu D(u)+\big{(}\frac{W_{F}(F)F^{T}}{\det F}\big{)}, where the deformation tensor satisfies the transport equation
[TABLE]
Formulations about viscoelastic flows of Oldroyd-B type are first introduced by Oldroyd [35] and are extensively discussed in [1, 28]. Consequently, we are concerned with the following compressible viscoelastic flow of Oldroyd type
[TABLE]
where is the elastic energy. takes the Piola-Kirchhoff form and \big{(}\frac{W_{F}(F)F^{T}}{\det F}\big{)} is the Cauchy-Green tensor, respectively. For simplicity, a special form of the Hookean linear elasticity has been taken:
[TABLE]
where is elastic parameter. The initial data are supplemented by
[TABLE]
In the present paper, we shall investigate the existence of global solution to the Cauchy problem (1.3)-(1.5), as initial data are the perturbation of constant equilibrium state . First of all, let us recall those previous efforts for incompressible viscoelastic flow, which reads as
[TABLE]
For incompressible Oldroyd models, Renardy [39] in 1985 investigated the existence and uniqueness of slow steady flows of viscoelastic fluids. The global existence of a small smooth solution was firstly established by Guillopé and Saut [18]. Later, they [19] investigated shearing motions and Poiseuille flows of Oldroyd fluids with retardation time, which exist for arbitrary time and arbitrary initial data. The case of - solutions has been treated by Fernandez Cara, Guillén and Ortega in [17]. In higher dimensions, Lions and Masmoudi [33] constructed global weak solutions for general initial conditions. Chemin and Masmoudi [9] in the critical Besov space proved the existence and uniqueness of local and global solutions. Constantin and Kliegel [12] established the global regularity of strong solutions for 2D Oldroyd-B fluids with additional diffusive stress. Elgindi and Rousset [16] proved the global regularity of smooth solutions for 2D generalized Oldroyd-B type models without diffusive velocity. If the damping is absent in the classical Oldroyd case, the velocity viscosity alone may not be sufficient to guarantee the regularity of (1.6). The “div-curl” structure is full explored by Lin, Liu and Zhang [30], Lei, Liu and Zhou [32], the Cauchy problem of (1.6) admits the global classical solution in usual Sobolev spaces. Since then, there are a number of other results available in the assumption of structural conditions, see for example [11, 31, 41, 42]. Recently, the third author [43] in three dimensions proved the global existence of small solutions to the incompressible Oldroyd-B model without damping mechanism. Her result can be also applied to the system (1.6), where the“div-curl” compatible condition is no longer needed. Recently, Chen and Hao [8] proved the global critical regularity in the Besov space based on the observation of Green’s matrix. The reader is also referred to [22, 29] for the research summary of (1.6).
In this paper, we are concerned with the compressible viscoelastic flows. The mathematical modelling of compressible viscoelastic fluids was proposed in earlier paper due to Beris and Edwards [15] (see also their book [4] or [5] and references therein). Fixed some positive time, Lei and Zhou [34] established the global existence of classical solutions to two-dimensional case, when initial data are subjected to incompressible constraints. Furthermore, the incompressible limit to (1.6) was rigorously justified. The existence and uniqueness of local-in-time strong solution with large initial data for the three-dimensional compressible viscoelastic flow was established by Hu and Wang [24]. As the study of (1.6), the major difficulty proving the global existence of (1.3) lies in the lacking of the dissipative estimates for the deformation and density. Inspired by the investigation of (1.6) (see [30, 32]), Hu-Wang [23] and Qian-Zhang [38] independently explored intrinsic properties of (1.3) such that the desired dissipation can be available. Indeed, their compatible conditions are listed as follows
[TABLE]
and
[TABLE]
The divergence constraint (1.7) makes sure that the gradient of behaves well in the elementary energy method, and (1.8) is used to control the quantity . The conditional equivalence of (1.7)-(1.8) is shown by the recent work [26].
On the other hand, as in many works dedicated to compressible Navier-Stokes equatioins, scaling invariance plays a fundamental role. The reason why is that whenever such an invariance exists, suitable critical quantities (that is, having the same scaling invariance as the system under consideration) control the possible finite time blow-up, and the global existence of strong solutions. Danchin [13] firstly solved (1.1) globally in critical homogeneous Besov spaces of type. Later, his result has been extended to those critical Besov spaces that are not related to , by Charve-Danchin [6] and Chen-Miao-Zhang [10] independently. Recently, Danchin and the second author [14, 40] showed the optimal decay rates in general critical spaces. A natural (non Newtonian) extension in analysis is to consider (1.3). Notice that (1.3) is invariant by the transformation
[TABLE]
up to a change of the pressure term into and the constant into . Under the assumptions (1.7)-(1.8), Hu-Wang [23] and Qian-Zhang [38] independently deduced a priori dissipation estimates for complicated hyperbolic-parabolic systems, which lead to the existence of global existence in the critical Besov space. Hu-Wu [25] proved the global existence of strong solutions to (1.3) as initial data are the small perturbation in . Furthermore, it was shown that those solutions converged to equilibrium state at the decay rates of heat kernel. Barrett, Lu and E. Süli [2] investigated 2D compressible Oldroyd-B type model which is derived from the compressible Navier-Stokes-Fokker-Planck system and proved the existence of large data global-in-time finite-energy weak solutions. Huo and Yong [27] studied the structural stability of a 1D compressible viscoelastic fluid model which was proposed by Öttinger [36] and established the global existence of smooth solutions near equilibrium.
Based on [23, 38], the first two authors [37] established the global existence and time-decay estimates of solutions to (1.3) in the general Besov space. The argument of effective velocities developed by Haspot [20] was mainly employed, which is analogue of Hoff’s viscous effective flux in [21]. Let us point out that the dissipation of (1.3) with constraints (1.7)-(1.8) is standard, which is similar to that of the compressible Navier-Stokes equations (1.1). A question thus follows. Is it possible to find any new dissipative ingredients on non Newtonian compressible viscoelastic flows without (1.7)-(1.8)? Here we aim at recasting the global-in-time existence of strong solutions in the framework of spatially Besov spaces with critical regularity without (1.7)-(1.8) that has been playing the key role in related efforts.
Before writing out the main statement of our paper, let us introduce some notation and definition first. To begin with, we need a Littlewood-Paley decomposition. There exists two radial smooth functions supported in the annulus and the ball , respectively such that
[TABLE]
The homogeneous dyadic blocks and the homogeneous low-frequency cut-off operators are defined for all by
[TABLE]
We denote by the dual space of
[TABLE]
Let us now turn to the definition of the main functional spaces and norms that will come into play in our paper.
Definition 1.1
Let s be a real number and (p,r) be in . The homogeneous Besov space consists of those distributions such that
[TABLE]
Also, we introduce the hybrid Besov space since our analysis will be performed at different frequencies.
Definition 1.2
Let . The hybrid Besov space is defined by
[TABLE]
with
[TABLE]
where is a fixed constant to be defined. is the usual Besov space if . In the case where depends on the time variable, we consider the space-time mixed spaces as follows
[TABLE]
In addition, we introduce another space-time mixed spaces, which is usually referred to Chemin-Lerner’s spaces. The definition is given by
[TABLE]
The index will be omitted if and we shall denote by the subset of functions which are continuous from to . It is easy to check that and for .
Our results are stated as follows.
Theorem 1.1
Let be the unit matrix of order . There exists two positive constants and such that if
[TABLE]
and
[TABLE]
then the Cauchy problem (1.3) and (1.5) has a global unique solution such that
[TABLE]
Moreover, the following estimate holds:
[TABLE]
Remark 1.1
We would like to mention that the third author [44] got a global-in-time existence of smooth solutions in Sobolev space without (1.7)-(1.8), from which one can see that there is some regularity loss on both density and deformation tensor. In the Besov framework, we prove the evolution of critical regularity of perturbation variable with :
[TABLE]
Therefore, our analysis allows to establish the corresponding global-in-time result for the compressible Oldroyd-B model without damping. Back to the original system (1.3), one resorts to the estimate of transport equation, which leads to one regularity loss of at low frequencies (see (4.79) for details).
Remark 1.2
In absence of (1.7)-(1.8), the new effective flux (see below) plays the key role in the analysis, which enables us to capture the partial dissipation arising from the combination of density and deformation only (see (1.11) or (1.12)). Consequently, the density and deformation tensor themselves might grow in time, which is totally different in comparison with those efforts for compressible Navier-Stokes equations (1.1) (see for example [13, 6, 10, 20]).
Remark 1.3
It is possible to prove the analogue of Theorem 1.1 in more general framework. This is beyond our primary interest in the present paper, since we focus on the elementary dissipative structure of non-Newtonian fluids. Actually, the orthogonal property of projection operator is well used in the proof of Proposition 3.1, see (3.44) and (3.1) for details.
We end this section with a strategy in the proof of Theorem 1.1. The starting point is to rewrite (1.3) as the linearized compressible viscoelastic flows about . In order to avoid those initial compatible conditions, one can view as a new variable rather than the nonlinear term in previous efforts. Without loss of generality, we set . Define
[TABLE]
It is shown that by the direct computation
[TABLE]
with
[TABLE]
[TABLE]
and
[TABLE]
where
[TABLE]
and
[TABLE]
For simplicity, we denote . In order to capture the dissipation arising from the complicated coupling between and , let us introduce the new effective flux . By employing the operator to and the operator to , respectively, one can get
[TABLE]
with . The corresponding linear system reads
[TABLE]
As shown by the formal spectral analysis in Section 2, we see that (1.15) admits the similar dissipation structure as that of usual compressible Navier-Stokes equations. The observation on the combination of density and deformation tensor (without any compatible conditions) is new in compressible non-Newtonian fluids, which enables us to establish a global existence in the critical Besov space.
2 Formal spectral analysis and energy functionals
In order to understand the proof of Theorem 1.1, it is convenient to give the formal spectral analysis for (1.15). For , we denote . Also we use to denote the projection operator and on the divergence-free vector and potential vector, respectively. By applying to the first equation of (1.15) and to the second equation of (1.15), we get
[TABLE]
Clearly, we see that there are two hyperbolic-parabolic coupled systems for and available, which are similar with the case of compressible Navier-Stokes equations (see [13]). For example, we investigate the subsystem for :
[TABLE]
The Green matrix is given by G(D)=\left(\begin{array}[]{cc}0&\alpha\Lambda\\ -\Lambda&\mu_{0}\Delta\\ \end{array}\right). Let be the eigenvalues of . For low frequencies , the eigenvalues are
[TABLE]
The situation of high frequencies is quite different. The eigenvalues are
[TABLE]
Consequently, as in [13], one can expect a parabolic smoothing for low frequencies of , a damping for high frequencies of and a parabolic smoothing for high frequencies of . Similar analysis can be performed for another hyperbolic-parabolic system. So it is reasonable to define the energy at low frequencies as
[TABLE]
and the energy at high frequencies
[TABLE]
The above analysis looks so standard, however, keep in mind that the partial dissipation of density and deformation tensor is captured only. As a matter of fact, we have to meet those nonlinear terms (see and ) with respect to the variable itself. In order to close the energy method, we need additional estimates for and in time. For that end, we introduce another new effective flux . It follows from and that
[TABLE]
Furthermore, we revise our energy functionals (2.3)-(2,4) a little bit, which are given by
[TABLE]
and
[TABLE]
Indeed, by combining the estimates of (see (3.51), (3.2) and (3.54) for details), it is sufficient to establish the global existence of strong solutions to the Cauchy problem (1.3)-(1.5). Finally, it’s worth noting that our analysis holds true for non-small coupling parameter .
3 A priori energy estimates
Following from the spectral analysis in Section 2, we shall prove crucial a priori estimates for the energy functionals in (2.21) and (2.22).
Let . We by denote the functional space
[TABLE]
and the corresponding norm is given by
[TABLE]
Note that . There exists a small number such that . Consequently, can be expressed by a smooth function of . Set .
Proposition 3.1
Assume that is a strong solution of System (1.13) on with
[TABLE]
Then it holds that
[TABLE]
where .
We divide the proof of Proposition 3.1 into three parts for clarity. The first part is devoted to dissipative estimates for variable . More precisely, the parabolic smoothing effect for low frequencies of , the damping for high frequencies of and the parabolic smoothing effect for high frequencies of will be addressed. With the help of the new effective flux , in the second part, we give the additional estimates for full variables and in time. The last part is dedicated to bounding of those nonlinear terms.
3.1 Dissipative estimates of
In this subsection, we derive the parabolic smoothing effect for low frequencies of , the damping for high frequencies of and the parabolic smoothing effect for high frequencies of .
Set and . We use the notation for any scalar (vector or matrix, respectively) function .
**Step 1: Low-frequency estimates ()
**By applying to the first equation of (1.14), to the second equation of (1.14), we have
[TABLE]
where commutators are given by .
Taking inner product of with , with , with and with respectively, and then adding the resulting equations together, we obtain
[TABLE]
To capture the dissipation arising from , we take the inner product of with , with , with and with respectively. Then we add these resulting equations together and get
[TABLE]
Now, we multiply a small constant (to be determined) to (3.26) and then add the resulting equation with (3.1) together. Consequently, we are led to the following inequality
[TABLE]
where
[TABLE]
and
[TABLE]
For any fixed , we choose sufficiently small such that
[TABLE]
By using Cauchy-Schwarz inequality, furthermore, one can get owing to ,
[TABLE]
which indicates that
[TABLE]
It follows from those commutator estimates in [3] that
[TABLE]
where In particular, one can get
[TABLE]
Similarly, regarding other terms in the last integral of (3.1), we arrive at
[TABLE]
[TABLE]
and
[TABLE]
Together with (3.1)-(3.34), we deduce that
[TABLE]
**Step 2: High-frequency estimates ()
**At high frequencies, let us perform the effective velocity argument as in [20] that was originated from Hoff’s viscous effective flux in [21], and overcome the loss of one derivative of . By applying and to (1.14), we get
[TABLE]
We define the effective velocities such that and . It follows that
[TABLE]
Firstly, we do some estimates for effective velocities and . It is easy to check that
[TABLE]
Note that (5.81) to (3.38), the parabolic smooth estimate (See Lemma 5.3) enables us to obtain
[TABLE]
Owing to the high frequency cut-off , we have
[TABLE]
Choosing sufficiently large, the terms on right-side of (3.39) can be absorbed by the corresponding parts on left-hand side of (3.39). Consequently, we conclude that
[TABLE]
Next, we intend to obtain the damping estimate for at high frequencies. Indeed, it follows from the first equation of (1.14) that
[TABLE]
Applying to , we can get
[TABLE]
where . The last two terms on left-hand side of (3.42) can be written as
[TABLE]
Now inserting (3.37) into (3.43) and substituting the resulting equation into (3.42), we can get
[TABLE]
Recalling the fact that and . A routine procedure shows that after multiplying by and , respectively,
[TABLE]
Employing commutator estimates in [3] again enable us to get
[TABLE]
Consequently, multiplying (3.1) by and then summing over the index satisfying , we are led to
[TABLE]
Multiply (3.46) by a constant and then add the resulting inequality to (3.40) together. By choosing sufficiently large and suitably small, we arrive at
[TABLE]
Clearly, the third term on the right-hand side of (3.47) is easily bounded by . The fourth term can be estimated as
[TABLE]
Finally, keep in mind (3.37), we can conclude that
[TABLE]
3.2 estimate of
In this part, we see that the effective flux mentioned plays a key role in deducing the estimate of at low frequencies.
**Step 1: Low-frequency estimates ()
**Apply to (2.20) to get
[TABLE]
where .
By taking inner product of with , with , with and then summing up the resulting equations, we arrive at
[TABLE]
Notice that the coefficient of might be non-positive if . In that case, we need to give an auxiliary estimate. Set . Applying to , to and to , we have
[TABLE]
where .
Taking inner product of with , with , with and then summing up the resulting equations, we arrive at
[TABLE]
Now, we multiply a small constant to (3.51) and add the resulting equation to (3.2). Choosing suitably small such that the coefficient of is positive. Consequently, we have
[TABLE]
Furthermore, bounding the right-hand side of (3.54) by Cauchy-Schwarz inequality leads to the following inequality owing to ,
[TABLE]
Noticing that (3.31)-(3.34), we deduce that
[TABLE]
**Step 2: High-frequency estimates () **
Applying to the first and third equations of (1.13) gives
[TABLE]
where and .
Multiplying the first equation of by and the second by , and then integrating over , we obtain
[TABLE]
It follows from commutator estimates in [3] that
[TABLE]
Now multiplying (3.2) by , and then summing over the index satisfying , we are led to
[TABLE]
By using (5.82), we have
[TABLE]
So, we get
[TABLE]
3.3 Estimate for nonlinear terms
Finally, we devote ourselves to bound those nonlinear terms, which occur in the first two parts. The following interpolation inequality is frequently used in our analysis
[TABLE]
**Step 1: Low-frequency estimates ()
**Combining (3.35) and (3.2), we have
[TABLE]
More precisely, we need to deal with the following nonlinear terms
[TABLE]
and
[TABLE]
Regarding , by taking in (5.82) and using (5.80), we have
[TABLE]
The terms can be treated along the same line as by taking and respectively. Also can be treated by setting in (5.82) and using (5.80). In order to bound the term , we apply (5.82) by taking . Then we get
[TABLE]
The term can be treated along the same line as .
For , we take in (5.91) and using (5.80). Then we have
[TABLE]
Next we bound nonlinear terms in . Denote
[TABLE]
The term can treated along the same line as and can be dealt with by applying (5.82) with and . To bound , we have
[TABLE]
Regarding , it is easy to show that
[TABLE]
Since bounding \frac{1}{1+a}\text{div}\big{(}\tilde{\lambda}(a)\text{div}u\text{Id}\big{)} is the same as , we feel free to omit those details. Summing up above all estimates, we conclude that
[TABLE]
**Step 2: High-frequency estimates ()
**Multiply (3.60) by a small constant and then add the resulting equation to (3.49). Note that the term on the right-hand side of (3.60) can be absorbed by the dissipative term on left-hand side of (3.49). Consequently, we obtain
[TABLE]
Likely, we bound those nonlinear terms arising in , see following:
[TABLE]
[TABLE]
and
[TABLE]
In order to bound , by (5.82), we have
[TABLE]
Regarding , we write . The estimate for can be handled with at the same way as . For , we arrive at
[TABLE]
Bounding can be treated along the same line as . The high frequency of can be dealt with at the similar way as the low frequency, which is left to the interested reader. Consequently, we deduce that
[TABLE]
At last, combining (3.60) and (3.74), we achieve the high-frequency estimate
[TABLE]
The inequality (3.1) is followed by (3.69) and (3.75). Hence, the proof of Proposition 3.1 is complete.
4 Proof of Theorem 1.1
Let us recall a local-in-time existence result of (1.1)-(1.5) which has been achieved in [38].
Proposition 4.1
Assume (\rho_{0}-1,F_{0}-I)\in\big{(}\dot{B}^{n/2}_{2,1}\big{)}^{1+n^{2}} and u_{0}\in\big{(}\dot{B}^{n/2-1}_{2,1}\big{)}^{n} with bounded away from [math]. There exists a time such that (1.1)-(1.5) has a unique solution with bounded away from zero and
[TABLE]
Based on Proposition 4.1, the proof of Theorem 1.1 can be finished by the standard continuity argument. Indeed, Proposition 4.1 indicates that there exists a maximal time such that system (1.1) admits a unique solution. Clearly, the system (1.14) also has a solution which locally exits on . It follows from the assumption of Theorem 1.1 and Lemma 5.2 that
[TABLE]
for some positive constant . Fixed a constant (to be determined later), we define
[TABLE]
Claim that
[TABLE]
According to the continuity argument, it suffices to show
[TABLE]
Indeed, noting that
[TABLE]
We can choose sufficiently small such that
[TABLE]
so
[TABLE]
By applying Proposition 3.1, we obtain
[TABLE]
By choosing and sufficient small enough such that
[TABLE]
so (4.76) is followed by (4.77) directly. Actually the above argument implies
[TABLE]
Consequently, the continuity argument ensures that . It follows from the third equation of (1.3) that
[TABLE]
By using Lemma 5.4, we have
[TABLE]
Furthermore, we chose small enough such that and thus obtain
[TABLE]
The continuity argument and (4.78)-(4.79) enable us to finish the proof of Theorem 1.1 eventually.
5 Appendix: analysis tools
To make the manuscript self-contained as soon as possible, we would like to collect nonlinear estimates in the last section. See [3] for more details.
Lemma 5.1
For the Besov space, we have the following properties:
- •
* for and for .*
- •
Interpolation: For and , we have
[TABLE]
System (1.3) involves compositions of functions and they are bounded according to the following lemma.
Lemma 5.2
Let be smooth with For all and , we have
[TABLE]
where depending only on (and higher derivatives), and
For the heat equation, one has the following optimal regularity estimate.
Lemma 5.3
Let , , and Assume that , . Let be a solution of the equation
[TABLE]
Then for , there holds
[TABLE]
In order to obtain the estimate of original variable with respect to time , we need the estimate for the transport equation.
Lemma 5.4
Let and . Let be a vector field such that . Assume that , and is a solution of the transport equation
[TABLE]
Then for , it holds that
[TABLE]
The standard product estimate is also used in our analysis.
Proposition 5.1** ([7])**
Let with and , . Then we have
[TABLE]
In addition, we develop a product estimate in the framework of hybrid Besov spaces by using Bony’s decompositions. Let us by denote the characteristic function in and be some sequence on satisfying .
Lemma 5.5
Let . Then we have the following:
(i) For , if , then
[TABLE]
(ii) For , if , then
[TABLE]
**Proof. **With our choice of in Introduction, it is easy to see that
[TABLE]
Thanks to (5.85), we have
[TABLE]
Denote , then for ,
[TABLE]
Next we turn to prove (5.84). We write , where
[TABLE]
For and , one has
[TABLE]
which is just (5.84).
Lemma 5.6
Let . Assume that . It holds that
[TABLE]
**Proof. **Thanks to (5.85), we have
[TABLE]
Denote and
[TABLE]
Then when , we have
[TABLE]
This finishes the proof of Lemma 5.6.
Having above continuity of para-product operator and remaining operator, one can get the key product estimate.
Proposition 5.2
It holds that
[TABLE]
**Proof. **By Bony decomposition, we write . At low frequencies, we take in (5.83) for and in (5.83) for . Then we get
[TABLE]
For the high frequency, we choose in (5.84) for ; in (5.84) for , which lead to
[TABLE]
Finally, we choose in (5.86) and get
[TABLE]
Combining (5.88), (5.89) and (5.90), we arrive at (5.87). Therefore, the proof of Proposition 5.2 is completed.
Finally, let us point out the new product estimate remains valid in Chemin-Lerner’s spaces whereas the time exponent behaves according to the Hölder inequality.
Remark 5.1
The inequality
[TABLE]
holds whenever and .
Acknowledgement. This first author (X. Pan) is supported by Natural Science Foundation of Jiangsu Province (SBK2018041027) and National Natural Science Foundation of China (11801268). The second author (J. Xu) is supported by the National Natural Science Foundation of China (11871274) and supported by the China Scholarship Council (201906835023). The paper is partially finished during his visit at Waseda University. He would like to thank Professors Shuichi Kawashima and Yoshihiro Shibata for their warm hospitality. The third author (Y. Zhu) is supported by the National Natural Science Foundation of China (11801175).
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