Next Article in Journal
Analysis of a k/n(G) Retrial System with Multiple Working Vacations
Previous Article in Journal
On Two-Dimensional Closed–Open Topological Field Theories
 
 
Font Type:
Arial Georgia Verdana
Font Size:
Aa Aa Aa
Line Spacing:
Column Width:
Background:
Article

Remarks on the Green’s Matrix of a General Incompressible Oldroyd-B System

1
School of Mathematics and Computational Science, Wuyi University, Jiangmen 529020, China
2
School of Mathematics and Statistics, Hanshan Normal University, Chaozhou 521041, China
*
Author to whom correspondence should be addressed.
Axioms 2025, 14(11), 852; https://doi.org/10.3390/axioms14110852
Submission received: 3 September 2025 / Revised: 13 November 2025 / Accepted: 16 November 2025 / Published: 20 November 2025

Abstract

In this manuscript, we study a general incompressible Oldroyd-B system and first establish a new interpretation for the Green’s matrix and then establish the pointwise estimates for the Green’s matrix, especially for the high-frequency part, where the dependence on the viscosity constants is carefully analyzed.
MSC:
35Q35; 76A10

1. Introduction

In this manuscript, we consider the general incompressible Oldroyd-B model with damping for viscoelastic flow in R 3 ([1,2,3]):
𝜕 t u ϵ , μ + u ϵ , μ · u ϵ , μ + p ϵ , μ ϵ Δ u ϵ , μ = κ div τ ϵ , μ , 𝜕 t τ ϵ , μ + u ϵ , μ · τ ϵ , μ μ Δ τ ϵ , μ + β τ ϵ , μ = Q ( u ϵ , μ , τ ϵ , μ ) + α D u ϵ , μ , div u ϵ , μ = 0 .
Here u ϵ , μ : R 3 R 3 represents the velocity field of the fluid, D u ϵ , μ represents the deformation tensor, τ ϵ , μ S 3 represents the elastic part of the stress tensor, and p ϵ , μ : R 3 R represents the pressure function. Furthermore,
Q ( u ϵ , μ , τ ϵ , μ ) = Ω ϵ , μ τ ϵ , μ τ ϵ , μ Ω ϵ , μ + b ( D u ϵ , μ τ ϵ , μ + τ ϵ , μ D u ϵ , μ )
with constant b [ 1 , 1 ] . The other physical constants satisfy
ϵ , μ , β 0 , κ , α > 0 .
In particular, ϵ represents the viscosity constant and μ represents the center-of-mass diffusion coefficient. Here we emphasize and display the dependence on the dissipation constants ϵ and μ , since we focus on the dependence of ϵ and μ in the Green’s matrix. We summarize previous works on this topic in a table (see Table 1), which are mainly divided into four categories:
(I) μ > 0 and ϵ > 0 (full dissipation);
(II) μ > 0 and ϵ = 0 (diffusive);
(III) μ = 0 and ϵ > 0 (non-diffusive);
(IV) μ = 0 and ϵ = 0 (fully hyperbolic).
Let σ ϵ , μ P div τ ϵ , μ , with P representing the Leray projection operator. Then, the homogeneous linearized system is given as follows.
𝜕 t u ϵ , μ ϵ Δ u ϵ , μ κ σ ϵ , μ = 0 , 𝜕 t σ ϵ , μ μ Δ σ ϵ , μ + β σ ϵ , μ α 2 Δ u ϵ , μ = 0 .
We remark here that the above system admits minor differences from that of [21], where σ ˜ Λ 1 P div τ . The two mentioned systems admit the same characteristic polynomial and eigenvalues, while there are some slight changes in the Green’s matrix. If ϵ = 0 , then system (4) is reduced to that of [22]. We mainly concentrate on the dependence of the dissipative coefficients μ and ϵ in the estimates on the Green’s matrix. Without loss of generality, assume that μ , ϵ < 1 . Furthermore, one has the Fourier transformation of (4) in the following form:
d d t u ^ ϵ , μ σ ^ ϵ , μ = F ( ζ ) u ^ ϵ , μ σ ^ ϵ , μ , with F ( ζ ) = ϵ | ζ | 2 I 3 κ I 3 α 2 | ζ | 2 I 3 μ | ζ | 2 + β I 3 .
Then, combining the arguments in [21,22], the Green’s matrix for system (4) M ^ u , σ ( ζ , t ) = e F ( ζ ) t can be expressed as follows:
M ^ u , σ ( ζ , t ) = M 3 ( ζ , t ) ϵ | ζ | 2 M 1 ( ζ , t ) I 3 κ M 1 ( ζ , t ) I 3 α 2 | ζ | 2 M 1 ( ζ , t ) I 3 M 2 ( ζ , t ) + ϵ | ζ | 2 M 1 ( ζ , t ) I 3 ,
where
M 1 ( ζ , t ) = e λ + t e λ t λ + λ , M 2 ( ζ , t ) = λ + e λ + t λ e λ t λ + λ , M 3 ( ζ , t ) = λ + e λ t λ e λ + t λ + λ .
For some related topics on Green’s matrix, the readers are referred to [23,24] and references therein. Now we are in a position to state the motivation of this paper.
  • Compared to the methods in [21,22], we intend to give another construction for the Green’s matrix in this manuscript, which is based on careful calculations of the eigenvectors.
  • Furthermore, it should be pointed out that Proposition 2.3 in [21] (for Case I: μ > 0 , ϵ 0 ; for Case II: μ > 0 , ϵ 0 ) only established the pointwise estimates for the low-frequency part of the Green’s matrix, while, for Proposition 2.1 in [22] and Lemma 3.2 in [16], pointwise estimates for both the low- and the high-frequency parts are established; however, only the subcase μ > 0 , ϵ = 0 or μ = 0 , ϵ > 0 is considered therein. Therefore, motivated by the previous results, this manuscript aims to provide the pointwise estimates for the high-frequency part of the Green’s matrix for general viscosity constants μ and ϵ in a general form, which can cover the results in [16,21,22], where the dependence on the viscosity constants is carefully analyzed.
The rest of this manuscript is organized as follows. The main results are stated in Section 2 and their proofs are displayed in Section 3.

2. Main Results

We now present the first main result of this paper. Compared to the derivation of the Green’s matrix in [21,22], we tend to give another interpretation based on the calculations of the eigenvector, which can reveal more information about the intrinsic structure of the Green’s matrix.
Theorem 1
(Another interpretation for the Green’s matrix). The Fourier transformation of the solutions to the auxiliary system (4) can be expressed as follows.
u ^ ϵ , μ σ ^ ϵ , μ ( t ) = C 1 + η 1 + + C 2 + η 2 + + C 3 + η 3 + e λ + t + C 1 η 1 + C 2 η 2 + C 3 η 3 e λ t ,
where λ ± are the eigenvalues (triple roots) expressed by
λ ± = β + μ + ϵ | ζ | 2 ± Δ 2 ,
with Δ = μ + ϵ | ζ | 2 + β 2 4 | ζ | 2 ϵ μ | ζ | 2 + β + α κ 2 , and the following linear independent corresponding eigenvectors:
η 1 + = κ λ + + ϵ | ζ | 2 e 1 e 1 , η 2 + = κ λ + + ϵ | ζ | 2 e 2 e 2 , η 3 + = κ λ + + ϵ | ζ | 2 e 3 e 3 , for λ + ,
η 1 = κ λ + ϵ | ζ | 2 e 1 e 1 , η 2 = κ λ + ϵ | ζ | 2 e 2 e 2 , η 3 = κ λ + ϵ | ζ | 2 e 3 e 3 , for λ ,
where e 1 = ( 1 , 0 , 0 ) T , e 2 = ( 0 , 1 , 0 ) T , and e 3 = ( 0 , 0 , 1 ) T , and the constants C ± i , i = 1 , 2 , 3 are determined by the following linear equations involving the initial data:
C i + = ( λ + + ϵ | ζ | 2 ) ( λ + ϵ | ζ | 2 ) κ ( λ λ + ) u ^ 0 i λ + + ϵ | ζ | 2 λ λ + σ ^ 0 i ,
C i = σ ^ 0 i C i + = ( λ + + ϵ | ζ | 2 ) ( λ + ϵ | ζ | 2 ) κ ( λ λ + ) u ^ 0 i + λ + ϵ | ζ | 2 λ λ + σ ^ 0 i ,
for i = 1 , 2 , 3 .
Remark 1.
It should be pointed out that if we substitute (10)–(13) into (8), then one can obtain the Green’s matrix (6) by direct calculations.
Now we state the second result of this paper.
Theorem 2
(Pointwise estimates for the high-frequency part). There exists a positive constant R = R ( α , κ , β , | μ ϵ | ) such that, for any R | ζ | and multi-index γ with | γ | = k , the following statements hold.
(a) For the case μ > ϵ , it holds that
| 𝜕 ζ γ M 1 ( ζ , t ) | C | ζ | ( k + 2 ) e α κ 4 ( μ ϵ ) t 1 2 ϵ | ζ | 2 t + e β t 1 2 μ | ζ | 2 t , | 𝜕 ζ γ M 2 ( ζ , t ) | C ϵ | ζ | k + | ζ | k 2 e α κ 4 ( μ ϵ ) t 1 2 ϵ | ζ | 2 t + C μ | ζ | k + | ζ | k 2 e β t 1 2 μ | ζ | 2 t , | 𝜕 ζ γ M 3 ( ζ , t ) | C | ζ | k e α κ 4 ( μ ϵ ) t 1 2 ϵ | ζ | 2 t + e β t 1 2 μ | ζ | 2 t ,
for some generic positive constants C depending on k, α, κ, β, and μ ϵ . Here 𝜕 ζ γ = 𝜕 ζ 1 γ 1 𝜕 ζ 2 γ 2 𝜕 ζ 3 γ 3 , with | γ | = γ 1 + γ 2 + γ 3 = k .
(b) For the case ϵ > μ , it holds that
| 𝜕 ζ γ M 1 ( ζ , t ) | C | ζ | ( k + 2 ) e 1 2 ϵ | ζ | 2 t + e α κ 4 ( ϵ μ ) t β t 1 2 μ | ζ | 2 t , | 𝜕 ζ γ M 2 ( ζ , t ) | C μ | ζ | k + | ζ | k 2 e α κ 4 ( ϵ μ ) + β t 1 2 μ | ζ | 2 t + C ϵ | ζ | k + | ζ | k 2 e 1 2 ϵ | ζ | 2 t , | 𝜕 ζ γ M 3 ( ζ , t ) | C | ζ | k e 1 2 ϵ | ζ | 2 t + e α κ 4 ( ϵ μ ) t β t 1 2 μ | ζ | 2 t ,
for some generic positive constants C depending on k, α, κ, β, and ϵ μ .
(c) For the case ϵ = μ , the roots λ ± ( r ) of P ( · , r ) satisfy
Re λ ± ( r ) = μ r 2 + β 2 ,
which implies that the components M i ( ξ , t ) ( i = 1 , 2 , 3 ) enjoy similar properties to the heat kernel in high-frequency part.

3. Proofs of Main Theorems

Firstly, we show the proof of Theorem 1 The main tools are matrix theory and the theory of linear ordinary differential equations.
Proof. 
The proof of (9) is very close to the calculations in [21,22] and thus we omit it here. Furthermore, we derive (10) and (11) directly from the linear equations ( λ ± I 6 A ) x = 0 and the fact induced by elementary row operations that
λ ± I 6 A λ ± + ϵ | ζ | 2 I 3 κ I 3 α 2 | ζ | 2 I 3 λ ± + ( μ | ζ | 2 + β ) I 3 λ ± + ϵ | ζ | 2 I 3 κ I 3 0 0 ,
where we have used the following fact, λ ± + ( μ | ζ | 2 + β ) + α κ 2 | ζ | 2 λ ± + ϵ | ζ | 2 = 0 , by applying Vieta’s theorem and
λ + + λ = ( μ + ϵ ) | ζ | 2 β , λ + λ = | ζ | 2 ϵ μ | ζ | 2 + β + α κ 2 .
Following [25], we obtain expression (8) by directly applying the theory of linear ordinary differential equations. Finally, we take t = 0 in (8) and get
u ^ 0 = κ λ + + ϵ | ζ | 2 C 1 + C 2 + C 3 + + κ λ + ϵ | ζ | 2 C 1 C 2 C 3 , σ ^ 0 = C 1 + + C 1 C 2 + + C 1 C 3 + + C 3 ,
which yields (12)–(13). Therefore, we finish the proof of Theorem 1. □
Secondly, we show the proof of Theorem 2 The main tools are complex analysis and series theory.
Proof. 
First of all, (9) yields
λ + = 2 | ζ | 2 ϵ μ | ζ | 2 + β + α κ 2 ( μ + ϵ ) | ζ | 2 + β + Δ ,
which implies that
λ + | ζ | 2 = 2 ϵ μ + β | ζ | 2 + α κ 2 1 | ζ | 2 ( μ + ϵ ) + β | ζ | 2 + ( μ + ϵ ) + β | ζ | 2 2 4 ϵ μ + β | ζ | 2 + α κ 2 1 | ζ | 2 2 ϵ μ ( μ + ε ) + | μ ϵ | = ϵ , if ϵ < μ , μ , if ϵ μ ,
as | ζ | . Therefore, one has
λ + + ϵ | ζ | 2 = μ ϵ | ξ | 2 + β + μ + ϵ | ξ | 2 + β 2 4 | ξ | 2 ϵ μ | ξ | 2 + β + α κ 2 2 = 1 2 · μ ϵ | ξ | 2 + β 2 + μ + ϵ | ξ | 2 + β 2 4 | ξ | 2 ϵ μ | ξ | 2 + β + α κ 2 μ ϵ | ξ | 2 + β + μ + ϵ | ξ | 2 + β 2 4 | ξ | 2 ϵ μ | ξ | 2 + β + α κ 2 = α κ ( μ ϵ ) + β | ζ | 2 + ( μ + ϵ ) + β | ζ | 2 2 4 ϵ μ + β | ζ | 2 + α κ 2 | ζ | 2 α κ ( μ ϵ ) + | μ ϵ | = α κ 2 ( μ ϵ ) , as | ζ | , if ϵ < μ .
and similarly,
λ + + μ | ζ | 2 α κ 2 ( ϵ μ ) β , if ϵ > μ .
If μ = ϵ , then we find
Δ ( ζ ) = ( μ + ϵ ) | ζ | 2 + β 2 4 | ζ | 2 ϵ μ | ζ | 2 + β + α κ 2 = β 2 2 α κ | ζ | 2 < 0 ,
as | ζ | . Then one can easily get Re λ ± = μ | ζ | 2 + β 2 .
Thus, we can easily prove the following lemma, which describes the characteristics of the eigenvalues.
Lemma 1. 
(1) In the case ϵ < μ , the roots λ ± ( r ) of P ( · , r ) satisfy, as r tends to infinity,
λ + ( r ) = α κ 2 ( μ ϵ ) ϵ r 2 + O ( r 2 ) , λ ( r ) = α κ 2 ( μ ϵ ) β μ r 2 + O ( r 2 ) .
(2) In the case ϵ > μ , the roots λ ± ( r ) of P ( · , r ) satisfy, as r tends to infinity,
λ + ( r ) = α κ 2 ( ϵ μ ) β μ r 2 + O ( r 2 ) , λ ( r ) = α κ 2 ( ϵ μ ) ϵ r 2 + O ( r 2 ) .
(3) In the case ϵ = μ , the roots λ ± ( r ) of P ( · , r ) satisfy
Re λ ± ( r ) = μ r 2 + β 2 ,
Now we continue the proof of Theorem 2. For simplicity, we only discuss the first case ϵ < μ .
Define contours Γ i , i = 1 , 2 , 3 , to be circles of radius
R = α κ 4 ( μ ϵ ) < 1 2 α κ μ ϵ + β + ( μ ϵ ) r 2 ,
with large r 2 > 3 α κ 2 ( μ ϵ ) β μ ϵ = 3 α κ 2 β ( μ ϵ ) 2 ( μ ϵ ) 2 in the complex plane, centered at α κ 2 ( μ ϵ ) ϵ r 2 , α κ 2 ( μ ϵ ) β μ r 2 , and 0, respectively.
Step One: Estimates on G 1 ( t , r ) . Denote by P the characteristic polynomial of the linear system (5):
P ( z , r ) = z 2 + μ + ϵ r 2 + β z + r 2 ϵ μ r 2 + β + α κ 2 .
By applying Cauchy’s integral formula, one has
M 1 ( r , t ) = 1 2 π i Γ 1 Γ 2 e t z ( z λ + ) ( z λ ) d z = 1 2 π i Γ 1 Γ 2 e t z P ( z , r ) d z .
Applying a change of variable w = z + α κ 2 ( μ ϵ ) + ϵ r 2 yields
1 2 π i Γ 1 e t z P ( z , r ) d z = e α κ 2 ( μ ϵ ) + ϵ r 2 t 2 π i Γ 3 e t w w α κ 2 ( μ ϵ ) w α κ 2 ( μ ϵ ) + β + ( μ ϵ ) w r 2 d w = e α κ 2 ( μ ϵ ) + ϵ r 2 t 2 π i Γ 3 e t w ( μ ϵ ) w r 2 · 1 1 + w α κ 2 ( μ ϵ ) w α κ 2 ( μ ϵ ) + β ( μ ϵ ) w r 2 d w = e α κ 2 ( μ ϵ ) + ϵ r 2 t 2 π i j = 0 ( 1 ) j r 2 ( j + 1 ) Γ 3 e t w w α κ 2 ( μ ϵ ) j w α κ 2 ( μ ϵ ) + β j ( μ ϵ ) w j + 1 d w ,
where
P ( z ) = w α κ 2 ( μ ϵ ) ϵ r 2 2 + μ + ϵ r 2 + β w α κ 2 ( μ ϵ ) ϵ r 2 + r 2 ϵ μ r 2 + β + α κ 2 = w α κ 2 ( μ ϵ ) ϵ r 2 w α κ 2 ( μ ϵ ) + μ r 2 + β + r 2 ϵ μ r 2 + β + α κ 2 = w α κ 2 ( μ ϵ ) w α κ 2 ( μ ϵ ) + β + μ r 2 w α κ 2 ( μ ϵ ) ϵ r 2 w α κ 2 ( μ ϵ ) + μ r 2 + β + r 2 ϵ μ r 2 + β + α κ 2 = w α κ 2 ( μ ϵ ) w α κ 2 ( μ ϵ ) + β + ( μ ϵ ) w r 2 .
Let c j ( t ) = Γ 3 e t w w α κ 2 ( μ ϵ ) j w α κ 2 ( μ ϵ ) + β j ( μ ϵ ) w j + 1 d w and observe that
| c j ( t ) | 2 π α κ 4 ( μ ϵ ) e α κ 4 ( μ ϵ ) t 3 4 α κ μ ϵ j 3 4 α κ μ ϵ + β j ( μ ϵ ) j + 1 α κ 4 ( μ ϵ ) j + 1 = 2 π μ ϵ e α κ 4 ( μ ϵ ) t 3 μ ϵ j 3 4 α κ μ ϵ + β j .
Then, we obtain
𝜕 𝜕 r k 1 2 π i Γ 1 e t z P ( z , r ) d z = e α κ 2 ( μ ϵ ) t 2 π i j = 0 l = 0 k k l 𝜕 𝜕 r l e ϵ r 2 t ( 1 ) j 𝜕 𝜕 r k l r 2 ( j + 1 ) c j ( t ) = e α κ 2 ( μ ϵ ) t 2 π i j = 0 l = 0 k k l 𝜕 𝜕 r l e ϵ r 2 t ( 1 ) j + k l ( 2 j + 1 + k l ) ! ( 2 j + 1 ) ! r 2 ( j + 1 ) ( k l ) c j ( t ) .
With the help of (31) and the following estimate,
𝜕 𝜕 r l e ϵ r 2 t C ( l ) r l e 1 2 ϵ r 2 t , if ϵ > 0 ,
we have, for r 2 max 3 α κ 2 β ( μ ϵ ) 2 ( μ ϵ ) 2 + 1 , 6 ( k + 1 ) μ ϵ 3 4 α κ μ ϵ + β ,
𝜕 𝜕 r k 1 2 π i Γ 1 e t z P ( z , r ) d z C ( k ) r k 2 e α κ 4 ( μ ϵ ) t 1 2 ϵ r 2 t j = 0 l = 0 k k l ( 2 j + 1 + k l ) ! ( 2 j + 1 ) ! 3 μ ϵ 3 4 α κ μ ϵ + β r 2 j C ( k ) r k 2 e α κ 4 ( μ ϵ ) t 1 2 ϵ r 2 t .
In the case ϵ = 0 , we directly obtain
𝜕 𝜕 r k 1 2 π i Γ 1 e t z P ( z , r ) d z = e α κ 2 ( μ ϵ ) t 2 π i j = 0 ( 1 ) j 𝜕 𝜕 r k r 2 ( j + 1 ) c j ( t ) = e α κ 2 ( μ ϵ ) t 2 π i j = 0 ( 1 ) j + k ( 2 j + 1 + k ) ! ( 2 j + 1 ) ! r 2 ( j + 1 ) k c j ( t ) .
This, combined with (31), implies
𝜕 𝜕 r k 1 2 π i Γ 1 e t z P ( z , r ) d z C ( k ) e α κ 4 ( μ ϵ ) t j = 0 ( 2 j + 1 + k ) ! ( 2 j + 1 ) ! r 2 k 3 μ ϵ 3 4 α κ μ ϵ + β r 2 j C ( k ) r k 2 e α κ 4 ( μ ϵ ) t ,
for r 2 max 3 α κ 2 β ( μ ϵ ) 2 ( μ ϵ ) 2 + 1 , 6 ( k + 1 ) μ ϵ 3 4 α κ μ ϵ + β . This is consistent with (35) in the case ϵ = 0 .
Furthermore, applying again a change of variable v = z α κ 2 ( μ ϵ ) + β + μ r 2 yields
1 2 π i Γ 2 e t z P ( z , r ) d z = e α κ 2 ( μ ϵ ) + β + μ r 2 t 2 π i Γ 3 e t v v + α κ 2 ( μ ϵ ) β v + α κ 2 ( μ ϵ ) ( μ ϵ ) r 2 v d v = e α κ 2 ( μ ϵ ) β μ r 2 t 2 π i Γ 3 e t v ( μ ϵ ) r 2 v 1 1 v + α κ 2 ( μ ϵ ) β v + α κ 2 ( μ ϵ ) ( μ ϵ ) r 2 v d v = e α κ 2 ( μ ϵ ) β μ r 2 t 2 π i j = 0 r 2 ( j + 1 ) Γ 3 e t v v + α κ 2 ( μ ϵ ) β j v + α κ 2 ( μ ϵ ) j ( μ ϵ ) v j + 1 d v .
Here
P ( v ) = v + α κ 2 ( μ ϵ ) β μ r 2 2 + μ + ϵ r 2 + β v + α κ 2 ( μ ϵ ) β μ r 2 + r 2 ϵ μ r 2 + β + α κ 2 = v + α κ 2 ( μ ϵ ) β μ r 2 v + α κ 2 ( μ ϵ ) + ϵ r 2 + r 2 ϵ μ r 2 + β + α κ 2 = v + α κ 2 ( μ ϵ ) β v + α κ 2 ( μ ϵ ) μ r 2 v + α κ 2 ( μ ϵ ) + ϵ r 2 v + α κ 2 ( μ ϵ ) β μ r 2 + r 2 ϵ μ r 2 + β + α κ 2 = v + α κ 2 ( μ ϵ ) β v + α κ 2 ( μ ϵ ) ( μ ϵ ) r 2 v .
Note that c ˜ j ( t ) = Γ 3 e t v v + α κ 2 ( μ ϵ ) β j v + α κ 2 ( μ ϵ ) j ( μ ϵ ) v j + 1 induces the same estimates as c j ( t ) in (31). Then, we obtain
𝜕 𝜕 r k 1 2 π i Γ 2 e t z P ( z , r ) d z = e α κ 2 ( μ ϵ ) β t 2 π i j = 0 l = 0 k k l 𝜕 𝜕 r l e μ r 2 t 𝜕 𝜕 r k l r 2 ( j + 1 ) c ˜ j ( t ) = e α κ 2 ( μ ϵ ) β t 2 π i j = 0 l = 0 k k l 𝜕 𝜕 r l e μ r 2 t ( 1 ) k l ( 2 j + 1 + k l ) ! ( 2 j + 1 ) ! r 2 ( j + 1 ) ( k l ) c ˜ j ( t ) .
This, combined with (37) and the estimate 𝜕 𝜕 r l e μ r 2 t C ( l ) r l e 2 3 μ r 2 t , directly implies that
𝜕 𝜕 r k 1 2 π i Γ 2 e t z P ( z , r ) d z C ( k ) r k 2 e 3 α κ 4 ( μ ϵ ) β 2 3 μ r 2 t C ( k ) r k 2 e β t 1 2 μ r 2 t ,
for r satisfies
r 2 max 3 α κ 2 β ( μ ϵ ) 2 ( μ ϵ ) 2 + 1 , 6 ( k + 1 ) μ ϵ 3 4 α κ μ ϵ + β , 9 α κ 2 μ ( μ ϵ ) .
Finally, combining (35) and (40) together, (14)1 follows.
Step Two: Estimates on M 2 ( t , r ) . By applying Cauchy’s integral formula, we have
M 2 ( r , t ) = 1 2 π i Γ 1 Γ 2 z e t z P ( z , r ) d z .
Applying a change of variable w = z + α κ 2 ( μ ϵ ) + ϵ r 2 implies
1 2 π i Γ 1 z e t z P ( z , r ) d z = e α κ 2 ( μ ϵ ) + ϵ r 2 t 2 π i Γ 3 w α κ 2 ( μ ϵ ) ϵ r 2 e t w w α κ 2 ( μ ϵ ) w α κ 2 ( μ ϵ ) + β + ( μ ϵ ) w r 2 d w = I 1 + I 2 ,
where
I 1 = e α κ 2 ( μ ϵ ) + ϵ r 2 t 2 π i Γ 3 w α κ 2 ( μ ϵ ) e t w ( μ ϵ ) w r 2 · 1 1 + w α κ 2 ( μ ϵ ) w α κ 2 ( μ ϵ ) + β ( μ ϵ ) w r 2 d w = e α κ 2 ( μ ϵ ) + ϵ r 2 t 2 π i j = 0 ( 1 ) j r 2 ( j + 1 ) Γ 3 e t w w α κ 2 ( μ ϵ ) j + 1 w α κ 2 ( μ ϵ ) + β j ( μ ϵ ) w j + 1 d w .
Note that d j ( t ) = Γ 3 e t w w α κ 2 ( μ ϵ ) j + 1 w α κ 2 ( μ ϵ ) + β j ( μ ϵ ) w j + 1 d w induces similar estimates to c j ( t ) , which, as discussions before in (31), implies
𝜕 𝜕 r k I 1 C ( k ) r k 2 e α κ 4 ( μ ϵ ) t 1 2 ϵ r 2 t ,
for suitably large r. Furthermore, in the case ϵ > 0 , the definition
I 2 = ϵ r 2 1 2 π i Γ 1 e t z P ( z , r ) d z
and (35) directly imply that
𝜕 𝜕 r k I 2 = l = 0 k k l 𝜕 𝜕 r k l ( ϵ r 2 ) 𝜕 𝜕 r l 1 2 π i Γ 1 e t z P ( z , r ) d z C ( k ) ϵ r k e α κ 4 ( μ ϵ ) t 1 2 ϵ r 2 t .
In conclusion, we have
𝜕 𝜕 r k 1 2 π i Γ 1 e t z P ( z , r ) d z C ( k ) ϵ r k + r k 2 e α κ 4 ( μ ϵ ) t 1 2 ϵ r 2 t ,
On the other hand, we can perform similar calculations to prove
𝜕 𝜕 r k 1 2 π i Γ 2 e t z P ( z , r ) d z C ( k ) μ r k + r k 2 e β t 1 2 μ r 2 t ,
for suitably large r. Then the estimate on G 2 ( t , ζ ) is completed.
Step Three: Estimate on G 3 ( t , r ) . Combining (9) and Cauchy’s integral formula, one has
M 3 ( r , t ) = λ + e λ t λ e λ + t λ + λ = μ + ϵ r 2 + β + λ + e λ + t μ + ϵ r 2 + β + λ e λ t λ + λ = 1 2 π i Γ 1 Γ 2 μ + ϵ r 2 + β + z e t z P ( z , r ) d z .
One can obtain the estimate for M 3 ( ζ , t ) by applying a procedure similar to the one used in Steps One and Two. Then we complete the proof of Theorem 2. □

Author Contributions

Y.L., Q.L., J.H., and B.H. contributed equally to the conceptualization, methodology, formal analysis, investigation, writing, and revision of this manuscript. All authors have read and approved the final version of the manuscript.

Funding

The work was supported by the Natural Science Foundation of Guangdong Province (Nos. 2023A1515010213 and 2023A1515010997) and the Innovation Project of Department of Education of Guangdong Province (No. 2019KTSCX183).

Data Availability Statement

Data are contained within the article.

Acknowledgments

The authors would like to thank the editors and the anonymous reviewers for their valuable comments, which have significantly improved the quality of the original manuscript.

Conflicts of Interest

The authors declare no conflicts of interest.

References

  1. Elgindi, T.M.; Rousset, F. Global regularity for some Oldroyd-B type models. Comm. Pure Appl. Math. 2015, 68, 2005–2021. [Google Scholar] [CrossRef]
  2. Málek, J.; Pruša, V.; Skřivan, T.; Süli, E. Thermodynamics of viscoelastic rate-type fluids with stress diffusion. Phys. Fluids 2018, 30, 023101. [Google Scholar] [CrossRef]
  3. Oldroyd, J. Non-Newtonian effects in steady motion of some idealized elasticoviscous liquids. Proc. Roy. Soc. Edinburgh Sect. A 1958, 245, 278–297. [Google Scholar]
  4. Constantin, P.; Kliegl, M. Note on global regularity for two dimensional Oldroyd-B fluids stress. Arch. Ration. Mech. Anal. 2012, 206, 725–740. [Google Scholar] [CrossRef]
  5. Ye, Z. Regularity results for the 2D critical Oldroyd-B model in the corotational case. Proc. R. Soc. Edinb. Sect. A 2020, 150, 1871–1913. [Google Scholar] [CrossRef]
  6. Elgindi, T.M.; Liu, J.L. Global wellposedness to the generalized Oldroyd type models in R 3 . J. Differ. Equ. 2015, 259, 1958–1966. [Google Scholar] [CrossRef]
  7. Liang, T.; Li, Y.S.; Zhai, X.P. Large global solutions to the Oldroyd-B model with dissipation. arXiv 2025, arXiv:2504.12986. [Google Scholar] [CrossRef]
  8. Wang, Y.H. Optimal time-decay estimates for a diffusive Oldroyd-B model. Z. Angew. Math. Phys. 2023, 74, 3. [Google Scholar] [CrossRef]
  9. Constantin, P.; Wu, J.H.; Zhao, J.F.; Zhu, Y. High Reynolds number and high Weissenberg number Oldroyd-B model with dissipation. J. Evol. Equ. 2021, 21, 2787–2806. [Google Scholar] [CrossRef]
  10. Wu, J.H.; Zhao, J.F. Global regularity for the generalized incompressible Oldroyd-B model with only stress tensor dissipation in critical Besov spaces. J. Differ. Equ. 2022, 316, 641–686. [Google Scholar] [CrossRef]
  11. Guillopé, C.; Saut, J.C. Existence results for the flow of viscoelastic fluids with a differential constitutive law. Nonlinear Anal. 1990, 15, 849–869. [Google Scholar] [CrossRef]
  12. Lions, P.L.; Masmoudi, N. Global solutions for some Oldroyd models of non-Newtonian flows. Chinese Ann. Math. Ser. B 2000, 21, 131–146. [Google Scholar] [CrossRef]
  13. Fang, D.Y.; Hieber, M.; Zi, R.Z. Global existence results for Oldroyd-B Fluids in exterior domains: The case of non-small coupling parameters. Math. Ann. 2013, 357, 687–709. [Google Scholar] [CrossRef]
  14. Hieber, M.; Naito, Y.; Shibata, Y. Global existence results for Oldroyd-B fluids in exterior domains. J. Differ. Equ. 2012, 252, 2617–2629. [Google Scholar] [CrossRef]
  15. Chemin, J.Y.; Masmoudi, N. About lifespan of regular solutions of equations related to viscoelastic fluids. SIAM J. Math. Anal. 2001, 33, 84–112. [Google Scholar] [CrossRef]
  16. Zi, R.Z.; Fang, D.Y.; Zhang, T. Global solution to the incompressible Oldroyd-B model in the critical Lp framework: The case of the non-small coupling parameter. Arch. Ration. Mech. Anal. 2014, 213, 651–687. [Google Scholar] [CrossRef]
  17. Zhu, Y. Global small solutions of 3D incompressible Oldroyd-B model without damping mechanism. J. Funct. Anal. 2018, 274, 2039–2060. [Google Scholar] [CrossRef]
  18. Chen, Q.; Hao, X. Global well-posedness in the critical Besov spaces for the incompressible Oldroyd-B model without damping mechanism. J. Math. Fluid Mech. 2019, 21, 42. [Google Scholar] [CrossRef]
  19. Wan, R.H. Some new global results to the incompressible Oldroyd-B model. Z. Angew. Math. Phys. 2019, 70, 28. [Google Scholar] [CrossRef]
  20. Zi, R.Z. Vanishing viscosity limit of the 3D incompressible Oldroyd-B model. Ann. Inst. Henri Poincaré-Anal. Non Linéaire 2021, 38, 1841–1867. [Google Scholar] [CrossRef]
  21. Huang, J.R.; Wang, Y.H.; Wen, H.Y.; Zi, R.Z. Optimal time-decay estimates for an Oldroyd-B model with zero viscosity. J. Differ. Equ. 2022, 306, 456–491. [Google Scholar] [CrossRef]
  22. Huang, J.R.; Liu, Q.; Zi, R.Z. Global existence and decay rates of solutions to the Oldroyd-B model with stress tensor diffusion. J. Differ. Equ. 2024, 389, 38–89. [Google Scholar] [CrossRef]
  23. Du, L.L.; Wu, Z.G. Solving the non-isentropic Navier-Stokes equations in odd space dimensions: The Green function method. J. Math. Phys. 2017, 58, 101506. [Google Scholar] [CrossRef]
  24. Huang, J.R.; Wang, W.J. Global well-posedness and long time behavior of strong solutions for a fluid-particle interaction model in three dimensions. J. Math. Phys. 2025, 66, 101516. [Google Scholar] [CrossRef]
  25. Li, D.L. The Green’s Function of the Navier-Stokes Equations for Gas Dynamics in R 3 . Commun. Math. Phys. 2005, 257, 579–619. [Google Scholar] [CrossRef]
Table 1. Well-posedness of incompressible Oldroyd-B model.
Table 1. Well-posedness of incompressible Oldroyd-B model.
ϵ , μ > 0 β > 0 [4]: Global strong solutions in R 2 in the sense of u L ( 0 , T ; H 2 ) L 2 ( 0 , T ; H 3 ) and σ L ( 0 , T ; H 1 ) L 2 ( 0 , T ; H 2 ) . (The definition of a strong solution may change under differential assumptions on the parameters.)
ϵ , μ > 0 β = 0 [5]: Global strong solutions in R 2 with a logarithmic dissipation.
μ > 0 , ϵ = 0 β > 0 [6]: Global strong solutions with small u 0 H s + τ 0 H s + 1   ( s > 5 2 ) in R 3 . Relevant results: [7,8].
μ > 0 , ϵ = 0 β > 0 [1]: Global strong solutions with small ( u 0 , τ 0 ) H 1 + ( ω 0 , τ 0 ) B , 1 0 in R 2 .
μ > 0 , ϵ = 0 β = 0 [9]: Global stability with smallness on ( u 0 , τ 0 ) H s ( R n ) with
r > 1 + n 2 and n = 2 , 3 for fractional stress tensor diffusion. Relevant results: [10].
ϵ > 0 , μ = 0 β > 0 [11]: Local well-posedness of strong solutions in bounded domain in R 3 .
ϵ > 0 , μ = 0 β > 0 [12]: Global existence of weak solutions with large initial data.
ϵ > 0 , μ = 0 β > 0 [13,14]: Global well-posedness with smallness conditions in 3D exterior domains.
ϵ > 0 , μ = 0 β > 0 [13,15,16]: Global strong solutions on L p -framework with β > 0 .
ϵ > 0 , μ = 0 β > 0 [5]: Conditional global regularity with b = 0 in R 2 .
ϵ > 0 , μ = 0 β = 0 [17]: Global classical solutions with small | | 1 ( u 0 , τ 0 ) H 3 with β = 0 in R 3 . [18,19]: Improved results.
ϵ = μ = 0 β > 0 [20]: Vanishing viscosity limit with small analytic data in R 3 .
Disclaimer/Publisher’s Note: The statements, opinions and data contained in all publications are solely those of the individual author(s) and contributor(s) and not of MDPI and/or the editor(s). MDPI and/or the editor(s) disclaim responsibility for any injury to people or property resulting from any ideas, methods, instructions or products referred to in the content.

Share and Cite

MDPI and ACS Style

Liu, Y.; Li, Q.; Huang, J.; Huang, B. Remarks on the Green’s Matrix of a General Incompressible Oldroyd-B System. Axioms 2025, 14, 852. https://doi.org/10.3390/axioms14110852

AMA Style

Liu Y, Li Q, Huang J, Huang B. Remarks on the Green’s Matrix of a General Incompressible Oldroyd-B System. Axioms. 2025; 14(11):852. https://doi.org/10.3390/axioms14110852

Chicago/Turabian Style

Liu, Yongtong, Qiqing Li, Jinrui Huang, and Bingyuan Huang. 2025. "Remarks on the Green’s Matrix of a General Incompressible Oldroyd-B System" Axioms 14, no. 11: 852. https://doi.org/10.3390/axioms14110852

APA Style

Liu, Y., Li, Q., Huang, J., & Huang, B. (2025). Remarks on the Green’s Matrix of a General Incompressible Oldroyd-B System. Axioms, 14(11), 852. https://doi.org/10.3390/axioms14110852

Note that from the first issue of 2016, this journal uses article numbers instead of page numbers. See further details here.

Article Metrics

Back to TopTop