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On the shear stress function and the critical value of the Blasius problem
Journal of Inequalities and Applications volume 2012, Article number: 208 (2012)
Abstract
The Blasius problem has been used to describe the steady two-dimensional flow of a slightly viscous incompressible fluid past a flat plate moving at a constant speed β; and it is well known that there exists the critical value such that it has at least one solution for each and has no positive solution for . The known numerical result shows . In this paper, by the study of the integral equation equivalent to the Blasius problem, we obtain the relation between the velocity function and the shear stress functions , upper and lower bounds of and a new lower bound of . In particular, , . Regarding , previous results presented a lower bound −0.5 and an upper bound −0.18733.
1 Introduction
The Blasius problem [1] arising in the boundary layer problems in fluid mechanics
subject to the boundary conditions
has been used to describe the steady two-dimensional flow of a slightly viscous incompressible fluid past a flat plate. It also arises in the study of the mixed convection in porous media [2], where η is the similarity boundary layer ordinate, is the similarity stream function, and are the velocity and the shear stress functions, respectively. The case of corresponds to a flat plate moving at a steady speed opposite to that of a uniform mainstream [3].
Regarding the analytic study of the Blasius problem (1.1)-(1.2), Weyl [4] proved that (1.1)-(1.2) has one and only one solution for ; Coppel [5] studied the case of ; the cases of [6] and [7] were also investigated, respectively. Also, see [8]. In 1986, Hussaini and Lakin [9] indicated that there exists a critical value such that (1.1)-(1.2) has at least a solution for and no solution for . A lower bound was presented with and numerical results showed [9]. In 2008, Brighi, Fruchard and Sari [10] summarized historical study on the Blasius problem and analyzed the case in detail, in which the shape and the number of solutions were determined. In 2010, Yang [11] obtained an upper bound . The Blasius problem is a special case of the Falkner-Skan equation, for , we may refer to [12–15] for some recent results on the Falkner-Skan equation.
An open question is: What exactly is ? And what properties does the shear stress function have? To our knowledge, there is little study on it. By the study of the integral equation that is equivalent to the Blasius problem, in this paper, we present the relation between and , upper and lower bounds of and new lower bounds of . In particular, , .
2 Upper and lower bounds of
Noticing the basic fact in [10] that if f is a solution of (1.1)-(1.2), then for , we use the so-called Crocco transformation [9, 10], which consists of choosing as an independent variable and expressing as a function of t, to change (1.1)-(1.2) to the Crocco equation [10]
with the boundary conditions
Integrating (2.1) from β to t, we have by (2.2)
Integrating (2.3) from t to 1, we obtain the following integral equation that is equivalent to (1.1)-(1.2) [10, 11]:
where and for .
Since , our work is restricted to the case of and begins with the following lemma.
Theorem 2.1 Let z be a solution of (2.4), then
-
(i)
;
-
(ii)
, where , .
Proof Let such that . By (2.3), we know for , and then is strictly increasing . This, together with , implies . From (2.1), we know . Integrating this equality from β to , we have
Noticing that , we obtain
Consequently, .
-
(i)
From , we know for . This implies , .
By , we have
Noticing that and , integrating (2.5) from to 1, we have by
-
(ii)
Integrating (2.3) from β to 0, we have
which implies that the left inequality of (ii) holds.
Noticing that and utilizing (2.1) and (2.2), we know
And then . Hence, (ii) holds. □
Let
and
Utilizing Theorem 2.1, we can obtain upper and lower bounds of z as follows.
Theorem 2.2 Let z be a solution of (2.4), then for .
Proof For , we have by (2.3) and Theorem 2.1(i)
From this, we have
Hence, for .
For , let , we define a function as follows:
where is the Green function for with boundary conditions defined by
Next, we prove for .
In fact, if there exists such that , since , by Theorem 2.1(ii), then and there exists an interval such that
Let , then and . Let such that , then . On the other hand, we know easily that
Then , a contradiction.
Taking , we have
Since , we have
Theorem 2.1(i) leads to
Finally, we prove . For , integrating (2.6) from t to 0, we obtain . Then by Theorem 2.1(ii),
For , since , we have
□
Combining Theorems 2.1 and 2.2, we obtain
Corollary 2.1 Let z be a solution of (2.4), then . In particular, .
Proof Let , by (2.8), we have on . From , we obtain , and then . Hence, . This, together with , implies . The right hand is from Theorem 2.1(i).
Since for , hence .
Since for , by , we have . Hence, . By (2.8), we obtain
From this, we have , i.e., . □
Based on Theorem 2.2, Corollary 2.1, and , we obtain the relation between the velocity function and the shear stress functions , upper and lower bounds of .
Theorem 2.3 Let f be a solution of (1.1)-(1.2), then
-
(i)
for ;
-
(ii)
. Specially, .
Remark 2.1 There exists very little study on the upper and lower bounds of ; Theorem 2.3 fills this gap. Other studies can be found in [9, 10].
3 New lower bound of
To obtain a better lower bound of , we first prove
Theorem 3.1 Let z be a solution of (2.4), then
Proof Firstly, we prove
Integrating (2.1) from t to , we obtain by
Integrating (2.1) from to t, we have by
Hence, (3.1) holds.
From (2.6) and (3.1), we know
By
and
we obtain
□
Let
Since
then there exists a unique such that , for and for .
Theorem 3.2 If , the Blasius problem (1.1)-(1.2) has no solution and then .
Proof The proof is by contradiction. If for some , (1.1)-(1.2) has a solution f and then (2.1) has a solution z. Rewrite (2.1) as follows:
Integrating this equality from β to t and noticing that , we obtain
Integrating the last equality from β to 1 and using , we have
This, together with and Theorem 3.1, implies
Since
then , a contradiction. Hence, . □
Remark 3.1 Theorem 3.2 improves the lower bound of from −0.5 in [9] to −0.45.
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Acknowledgements
The authors wish to thank the anonymous referees for their valuable comments. This research was supported by the National Natural Science Foundation of China (Grant No. 11171046) and Scientific Research Foundation of the Education Department of Sichuan Province, China.
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Yang, G., Xu, Y. & Dang, L. On the shear stress function and the critical value of the Blasius problem. J Inequal Appl 2012, 208 (2012). https://doi.org/10.1186/1029-242X-2012-208
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DOI: https://doi.org/10.1186/1029-242X-2012-208