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Blow-up criteria of the simplified Ericksen–Leslie system
Boundary Value Problems volume 2023, Article number: 41 (2023)
Abstract
In this paper, we establish scaling invariant blow-up criteria for a classical solution to the simplified Ericksen–Leslie system in terms of the positive part of the second eigenvalue of the strain matrix and orientation field in mixed-norm Lebesgue spaces. Our result may be also regarded as an extension or improvement of the corresponding results obatined by Neustupa and Penel (Trends in Partial Differential Equations of Mathematical Physics, pp. 197–212, 2005), Miller (Arch. Ration. Mech. Anal. 235(1):99–139, 2020) and Huang and Wang (Commun. Partial Differ. Equ. 37(5):875–884, 2012).
1 Introduction
In this paper, we consider the following Cauchy problem for the three-dimensional simplified Ericksen–Leslie system:
where \(u: \mathbb{R}^{3} \times \mathbb{R}_{+} \rightarrow \mathbb{R}^{3}\) is the unknown velocity field of the flow, \(p: \mathbb{R}^{3} \times \mathbb{R}_{+} \rightarrow \mathbb{R}\) is the scalar pressure and \(d: \mathbb{R}^{3} \times \mathbb{R}_{+} \rightarrow \mathbb{S}^{2}\), is the macroscopic average of the nematic liquid-crystal orientation field in \(\mathbb{R}^{3}\), \(\nabla \cdot u=0\) represents the incompressible condition, and the notation \(\nabla d \odot \nabla d\) denotes the \(3 \times 3\) matrix whose \((i, j)\)th component is given by \(\partial _{i} d \cdot \partial _{j} d \,(1 \leq i, j \leq 3)\). We will consider the Cauchy problem (1.1) with the initial conditions
and far-field behaviors
where \(u_{0}\) is a given initial velocity with \(\nabla \cdot u_{0}=0\) in the distribution sense, \(d_{0}: \mathbb{R}^{3} \rightarrow \mathbb{S}^{2}\) is a given initial liquid-crystal orientation field and \(\bar{d}_{0}\) is a constant vector with \(\vert \bar{d}_{0} \vert =1\).
The parabolic system (1.1) was first proposed by Lin [25] as a simplification of the general Ericksen–Leslie system that models the hydrodynamic flow of nematic liquid-crystal material [11, 20]. The simplified Ericksen–Leslie system (1.1) can be viewed as the incompressible Navier–Stokes equations coupling with the heat flow of a harmonic map, which has been successful in modeling various dynamical behaviors for nematic liquid crystals. When the velocity field u is identically vanishing, the system (1.1) becomes the heat flow of harmonic maps. Chang, Ding, and Ye [6] proved that strong solution blowup in finite time to the harmonic heat-flow equation. Wang [35] established a Serrin-type regularity criteria, which implies that if the solution d blowup at time \(T_{*}\), then
For a more detailed physical background, please refer to [22, 24] and the references therein.
From the mathematical point of view, the simplified Ericksen–Leslie system (1.1) has recently acquired much interest in the research community. Recently, Lin, Lin, and Wang [23] and Hong [17] independently proved the global existence of Leray–Hopf-type weak solutions to the system (1.1) for any smooth bounded domain in \(\mathbb{R}^{2}\) and the whole space \(\mathbb{R}^{2}\), respectively. For the case of three dimensions, Li and Wang [21] established the existence of a local strong solution with large initial value and the global strong solution with a small initial value for the initial boundary value problem of system (1.1). To characterize the first singular time, Huang and Wang [18] considered the so-called Beale–Kato–Majda-type blow-up criterion, more precisely, they proved \(0< T_{*}<+\infty \) is the maximal time interval if and only if
and
where \(\omega =\nabla \times u\). Liu and Zhao [26] showed that the smooth solution \((u, d)\) of system (1.1) blows up at the time \(T_{*}\) if and only if
Chen, Tan, and Wu [9] obtained the Serrin-type regularity criterion [34], which states that
with \(\frac{2}{q}+\frac{3}{p}=1\), \(\frac{2}{r}+\frac{3}{s}=1\), \(3< p \leq \infty \), \(3< s \leq \infty \). Lee [19] obtained the Beirão da Veiga-type blow-up criterion [10], which states that
with \(\frac{2}{q}+\frac{3}{p}=2\), \(\frac{2}{r}+\frac{3}{s}=1\), \(\frac{3}{2}< p \leq \infty \), \(3< s \leq \infty \). For system (1.1), some refined blow-up criteria of (1.5) and (1.6) are later proven in [13, 14, 41].
When the macroscopic average of the nematic liquid-crystal orientation field is neglected, i.e., \(d=\text{constant vector}\), system (1.1) reduces to the incompressible Navier–Stokes equations (in short NSE). Many classical Serrin-type criteria and Beirão da Veiga-type criteria for the regularity of weak solutions have been proved, please refer to [2–4, 7, 8, 12, 16, 32, 33, 37–40].
There is numerical evidence for the Navier–Stokes or Euler equation in [15] regarding the tendency of the vorticity to align with the eigenvector of the strain tensor corresponding to the intermediate eigenvalue \(\lambda _{2}\) and later Neustupa and Penel, Chae, and Miller independently gave the analytical evidence of this fact in [5, 27, 29–31]. Specifically, Neustupa and Penel [29–31] and Miller [27] proved that
implies the smoothness of the solution to the Navier–Stokes equations, where \(\lambda ^{+}_{2}(x)=\max \{\lambda _{2}(x), 0\}\), Ω be a bounded domain or \(\Omega =\mathbb{R}^{3}\). Chae [5] proved that the dynamical behaviors of the \(L^{2}\) norm of vorticity is controlled completely by the second largest eigenvalue \(\lambda ^{+}_{2}\) of the deformation tensor for the 3D incompressible Euler equations. Recently, the second named author [36] extended the above regularity criteria to the Multiplier space and Besov space. More recently, Miller [28] extended the Serrin-type and the Beirão da Veiga-type criteria to the Lebeguse sum spaces for singularities of a local smooth solution.
From the physical point of view, the fluid behavior can be different in different directions. Therefore, understanding the asymptotic behaviors of solutions to the simplified Ericksen–Leslie system in anisotropic functional spaces seems to be an interesting topic. This leads us to focus on the blow-up criteria for the 3D simplified Ericksen–Leslie system (1.1) on the framework of the mixed-norm Lebesgue space.
It is well known that if the initial velocity \(u_{0} \in H^{s} (\mathbb{R}^{n}, \mathbb{R}^{n} )\) with \(\nabla \cdot u_{0}=0\) and \(d_{0} \in H^{s+1} (\mathbb{R}^{n}, \mathbb{S}^{2} )\) for \(s \geq n\), then there is \(T_{0}>0\) depending only on \(\Vert u_{0} \Vert _{H^{s}}\) and \(\Vert d_{0} \Vert _{H^{s+1}}\) such that (1.1) has a unique, classical solution \((u, d)\) in \(\mathbb{R}^{n} \times [0, T_{0} )\) satisfying
for any \(0< T< T_{0}\). Assume \(T_{*}>0\) is the maximum value such that (1.8) holds with \(T_{0}=T_{*} \). We would like to characterize such a \(T_{*}\). To facilitate the presentation of the result, let us first recall the definition of the mixed-norm Lebesgue space.
Definition 1.1
For a given \(\vec{p}= (p_{1}, p_{2}, p_{3} ) \in [1, \infty )^{3}\), the mixed norm Lebesgue space \(L^{\vec{p}} (\mathbb{R}^{d} )\) is defined to be the space consisting of all measurable functions \(f: \mathbb{R}^{3} \rightarrow \mathbb{R}\) such that the norm
Similar definitions can be formulated if any of \(\{p_{1}, p_{2}, p_{3} \}\) is the same as ∞.
Now, we state our main result as follows:
Theorem 1.1
For \(s \geq 3\), \(u_{0} \in H^{s} (\mathbb{R}^{3}, \mathbb{R}^{3} )\) with \(\nabla \cdot u_{0}=0\) and \(d_{0} \in H^{s+1} (\mathbb{R}^{3}, \mathbb{S}^{2} )\), let \(T_{*}>0\) be the maximum value such that system (1.1) has a unique solution \((u, d)\) satisfying (1.8) with \(T_{0}\) replaced by \(T_{*}\), and let \(\lambda _{1}(x) \leq \lambda _{2}(x) \leq \lambda _{3}(x)\) be the eigenvalues of the strain tensor \(S=\nabla _{\operatorname{sym}} u=\frac{1}{2} (\partial _{i}u_{j}+ \partial _{j}u_{i} )\). Let \(\lambda _{2}^{+}(x)=\max \{\lambda _{2}(x), 0 \}\). If \(T_{*}<+\infty \), then
with \(2< p_{i}\leq \infty \), \(\frac{2}{q}+\sum^{3}_{i=1}\frac{1}{p_{i}}=2\), \(1-\sum^{3}_{i=1}\frac{1}{p_{i}}\geq 0\) and \(2< s_{3}<\infty \), \(\sum^{3}_{i=1}\frac{1}{s_{i}}=\frac{1}{2}\).
Remark 1.1
We note that when \(p_{1} = p_{2} = p_{3}=p\), the mixed-norm Lebesgue space \(L^{\vec{p}}\) is reduced to the usual Lebesgue space \(L^{p}\). Theorem 1.1 naturally extends and improves the blow-up criteria as stated in [18, 19, 27]. In addition, we show the logarithmic blow-up criterion. To the authors’ knowledge, Theorem 1.1 is the improvement result on blow-up criteria via the mixed Lebesgue norm in the denominator.
Remark 1.2
From Theorem 1.1, it is easy to see that if there exists a constant \(M > 0\) such that
with \(2< p_{i}\leq \infty \), \(\frac{2}{q}+\sum^{3}_{i=1}\frac{1}{p_{i}}=2\), \(1-\sum^{3}_{i=1}\frac{1}{p_{i}}\geq 0\), and \(2< s_{3}<\infty \), \(\sum^{3}_{i=1}\frac{1}{s_{i}}=\frac{1}{2}\), then the local smooth solution \((u, d)\) can be extended beyond the time \(T_{*}\).
The proof of Theorem 1.1 will be given in Sect. 2. Before concluding this section, we list the following lemmas that are needed in Sect. 2.
Lemma 1.1
([27])
For all \(-\frac{3}{2}<\alpha <\frac{3}{2}\) and for all u divergence free in the sense that \(\xi \cdot \hat{u}(\xi )=0\) almost everywhere,
where the symmetric part \(S=S_{i j}=\frac{1}{2} (\frac{\partial u_{j}}{\partial x_{i}}+ \frac{\partial u_{i}}{\partial x_{j}} )\), which we refer to as the strain tensor, and the antisymmetric part \(A=A_{i j}=\frac{1}{2} (\frac{\partial u_{j}}{\partial x_{i}}- \frac{\partial u_{i}}{\partial x_{j}} )\), \(\omega =\nabla \times u\).
Lemma 1.2
([27])
Suppose \(S \in L^{\infty} ([0, T] ; L^{2} (\mathbb{R}^{3} ) ) \cap L^{2} ([0, T] : \dot{H}^{1} (\mathbb{R}^{3} ) )\) is a local strong solution to the Navier–Stokes strain equation and \(S(x)\) has eigenvalues \(\lambda _{1}(x) \leq \lambda _{2}(x) \leq \lambda _{3}(x)\). Define
then
Lemma 1.3
([42])
For \(p_{1}, p_{2}, p_{3} \in [2, \infty )\) and \(0 \leq \sum^{3}_{i=1} \frac{1}{p_{i}}-\frac{1}{2} \leq 1\), there exists a positive constant C such that
Lemma 1.4
([1])
Let \(\vec{s}= (s_{1}, s_{2}, s_{3} ) \in [2, \infty ]^{3}\) satisfy
Then, there exist constants \(C=C(\vec{s})\) such that
2 The proof of Theorem 1.1
This section is devoted to the proof of Theorem 1.1. We assume that (1.9) was not true, then there exists a positive constant K such that
Due to the Beale–Kato–Majda-type blowup criterion (1.2) in [18], it suffices to present the bound
under condition (2.1), which is enough to guarantee the extension of a local smooth solution \((u, d)\) beyond the time \(T_{*}\). That is to say, \([0, T_{*} )\) is not a maximal existence interval, and we obtain the desired contradiction.
Proposition 2.1
(Strain reformulation of the dynamics)
Suppose \((u, d)\) is a classical solution to the system (1.1). Then, strain tensor \(S=\nabla _{\mathrm{sym}}(u)\) sastifies
where \(P=p+\frac{|\nabla d|^{2}}{2}\).
Proof
By Proposition 2.1 in [27] and noting that
this implies Proposition 2.1 immediately. □
Proof of Theorem 1.1
First, we give the basic energy estimate of system (1.1). Taking the inner product of (1.1)1 with u and (1.1)2 with \(-\Delta d\) in \(L^{2} (\mathbb{R}^{3} )\), respectively, and adding together, one has
and then, we discover that
where we have used the facts that
Next, we derive the \(H^{1}\) estimate for \((u, \nabla d)\). Taking ∇× on the first equation of (1.1), we obtain
and then taking the operator \(\nabla _{\mathrm{sym}}\) \((i.e., S=\nabla _{\mathrm{sym}}(u)_{i j}=\frac{1}{2} ( \frac{\partial u_{j}}{\partial x_{i}}+ \frac{\partial u_{i}}{\partial x_{j}} ) )\) to the (1.1)1, one obtains
where \(P=p+\frac{|\nabla d|^{2}}{2}\). Multiplying (2.2) by ω and integrating by parts over \(\mathbb{R}^{3}\), we find
Multiplying (2.3) by S, we deduce that
where we used the following facts that were proved by Proposition 2.4 and Theorem 4.5 in [27]
From Lemma 1.1, for the identity (2.4), it follows that
Adding \(\frac{2}{3}\) (2.5) and \(\frac{1}{3}\) (2.6), we conclude that
where
We first estimate the term \(I_{1}\), since \(\operatorname{tr} (S )=\nabla \cdot u=0\), it follows from Lemma 1.2 and Lemma 1.3 that
where \(q= \frac{2}{2- (\frac{1}{p_{1}}+\frac{1}{p_{2}}+\frac{1}{p_{3}} )}\), \(2< p_{i}\leq \infty \).
For the term \(I_{2}\), it follows from Lemma 1.3, Hölder’s inequality, and Young’s inequality that
where \(q= \frac{2}{2- (\frac{1}{p_{1}}+\frac{1}{p_{2}}+\frac{1}{p_{3}} )}\), \(2< p_{i}\leq \infty \).
Inserting (2.9) and (2.10) into (2.7), it follows that
For the estimate of Δd, taking Δ on the second equation of (1.1), multiplying by Δd, and integrating over \(\mathbb{R}^{3}\), one obtains
where
We now obtain the estimate of the term \(J_{1}\). Since
it follows from Lemma 1.3 and Young’s inequality that
where \(q= \frac{2}{2- (\frac{1}{p_{1}}+\frac{1}{p_{2}}+\frac{1}{p_{3}} )}\), \(2< p_{i}\leq \infty \).
For the term \(J_{2}\), after integration by parts, by using the Young inequality and Lemma 1.3, and the fact \(|d| = 1\), one has
Combining (2.12) and (2.14) with (2.15), we obtain
Adding (2.11) and (2.16) together and using Lemma 1.4, we arrive at
Combining the basic energy estimates and (2.17), we see that
which together with the Grönwall inequality leads to
which implies that
To estimate
let us establish a higher-order estimate for \((u,\nabla d)\). Applying Δ and ∇Δ to the first equation of (1.1) and the second equation of (1.2), respectively, and then multiplying the resulting equations by Δu and \(\nabla \Delta d\), we have
where
and
Noting the fact that
we shall establish the bounds of \(K_{1}\), \(K_{2}\), \(K_{3}\), and \(K_{4}\). By integrating by parts, Hölder’s inequality, and Young’s inequality, we can estimate \(K_{1}\) as
For the term \(K_{2}\), by applying the Hölder inequality, the interpolation inequality, and the Young inequality, we obtain
Similarly, for the terms \(K_{3}\) and \(K_{4}\), we discover that
and
Inserting the above estimates (2.24)–(2.27) into (2.21), we conclude that
which leads to
Due to Sobolev embedding \(H^{2} (\mathbb{R}^{3} ) \rightarrow L^{\infty} ( \mathbb{R}^{3} )\), we have
This completes the proof of Theorem 1.1. □
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Acknowledgements
Both authors would like to thank heartily the anonymous referees for their invaluable comments that helped to improve this paper’s quality, thank the editors for their hard work on the publication of the paper, and thank Professor Daomin Cao and Professor Qiuyi Dai for their useful guidance on nonlinear PDE theory and helpful comments on this work.
Funding
Z. Chen was supported by the China Postdoctoral Science Foundation (Grant: No. 2021M690773) and F. Wu was supported by the Jiangxi Provincial Natural Science Foundation (Grant: No. 20224BAB211003).
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Chen, Z., Wu, F. Blow-up criteria of the simplified Ericksen–Leslie system. Bound Value Probl 2023, 41 (2023). https://doi.org/10.1186/s13661-023-01729-y
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DOI: https://doi.org/10.1186/s13661-023-01729-y
MSC
- 35Q35
- 76D03
Keywords
- Simplified Ericksen–Leslie system
- Blow-up criteria
- Mixed-norm Lebesgue spaces