A NNALI DELLA
S CUOLA N ORMALE S UPERIORE DI P ISA Classe di Scienze
E NRIQUE F ERNÁNDEZ -C ARA
F RANCISCO G UILLÉN
R UBENS R. O RTEGA
Some theoretical results concerning non newtonian fluids of the Oldroyd kind
Annali della Scuola Normale Superiore di Pisa, Classe di Scienze 4
esérie, tome 26, n
o1 (1998), p. 1-29
<http://www.numdam.org/item?id=ASNSP_1998_4_26_1_1_0>
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Article numérisé dans le cadre du programme Numérisation de documents anciens mathématiques
http://www.numdam.org/
Some Theoretical
ResultsConcerning
NonNewtonian Fluids of
theOldroyd Kind
ENRIQUE FERNÁNDEZ-CARA * ,
FRANCISCOGUILLÉN* ,
RUBENS R. ORTEGA**
1. - Introduction
In this paper we consider
incompressible
visco-elastic fluidssatisfying
theOldroyd
constitutive law([1], [15], [20]):
Here cr is the tensor of
tangential
stresses,D (u)
= is the deforma-tion tensor, u is the
velocity field, ~,1
1 and h2 arerespectively
the relaxation and retardation times(0 h2 s and 17
is the fluidviscosity.
In(1.1), Da / Dt
denotes the
following "objective
derivative"([1], [16], [20]):
~’ is the time
derivative,
with a E
[-1, 1 ] and, finally, W(u)
= is thevorticity
tensor.The case ~,1 =
h2
= 0(respectively
>0,
h2 =0) corresponds
to apurely
viscous or Newtonian(respectively
apurely elastic)
fluid. In this paper,we will assume 0 h2 ~,1; for kl ¡ and
h2
in theseconditions, (1.1)
canbe used to describe the behaviour of a
large variety
ofpolymers (for instance,
see
[25]).
* Partially
supported by DGICYT/Spain Project PB92-0696 and PB95-1242.** Partially
supported by CAPES/Brazil grant 1797/91-6 (PhD fellowship at the University of Sevilla).’
Pervenuto alla Redazione il 1 gennaio 1996 e in forma definitiva il 10 febbraio 1997.
(1998), pp.
The constitutive law
( 1.1 )
must accompany the motion andcontinuity
equa- tions forhomogeneous incompressible
fluidswhere u’ is
again
a time or is the stress tensor(p
isthe
pressure), f
is agiven
field of exterior forces and p is thefluid density (a given constant). By putting
cr = ’CN + T withwe see that
( 1.1 )-( 1.2)
can also be written as follows:Here, we have introduced the parameter a =
(notice
that 0 a1).
The
previous
system can be adimensionalized in the usual way with characteristic values U and L for thevelocity
and thelength.
For the dimensionlessvariables,
one finds:
where Re =
pUL/q
is theReynolds
number(the
ratio between inertial and viscous forcesacting
on thefluid)
and We = is theWeissenberg
number(a
measure of theelasticity
of thefluid).
We will assume that this system is satisfied in Q x(0, T),
with Q cR 3being
a bounded connected open set whoseboundary
aQ is smooth and(0, T)
is a time interval. We willcomplete (1.5)- (1.6)
with thefollowing boundary
and initial conditions:on
in
The unknowns are u, p and i; the data of the
problem
are the functions uo, to andf
and the constantsRe, We,
a and a.The main
goal
of this paper is to deduceexistence, uniqueness
andstability
results for
(1.5)-(1.8).
Several results havealready
beenestablished,
up to now all in a Hilbert framework. In[9],
C.Guillop6
and J.-C. Sautproved
that thereexists a
unique
strong local in time solutionusing
thetechniques
in[23], [24]
(roughly speaking, rewriting (1.5)-(1.8)
as a fixedpoint equation
andapplying
Schauder’s
theorem). They
alsoproved
that the solution isglobally
definedif the data are small. The existence and
uniqueness
of aglobal
solution forlarge
data have been demonstratedby
the same authors in[10]
in theparticular
cases of two-dimensional Couette and Poiseuille flows.
Unfortunately,
there isno
general
resultconcerning global
in time existence forarbitrarily large
data.On the other
hand,
the main result for thestationary problem
associatedto
(1.5)-(1.7)
is due to M.Renardy ([19]).
It statesthat, when f’
issufficiently
small and 0 .a
1,
there existsexactly
one small strong solution. Some nu-merical
questions
for(1.5)-(1.8)
and other relatedproblems
have beenanalyzed
in
[2], [3]
and[21].
This paper is
organized
as follows. In Section2,
we prove the existence anduniqueness
of a local LS - L’ solution to(1.5)-(1.8) (again global
in timeif the data are
small).
We use thetechniques
in[23] together
with somerecent results due to Y.
Giga
and H. Sohr[8]
on the LS - L’regularity
of thesolutions of the Stokes
problem.
In Section3, uniqueness
andstability
resultsfor
(1.5)-(1.8)
aregiven (the
former can be viewed as ananalog
of the wellknown
uniqueness
result forregular
solutions of the Navier-Stokesequations).
Section 4 deals with the existence and
uniqueness
of a small L’ solution to thestationary problem
associated to(1.5)-(1.7).
In Section5,
we deduceglobal
intime existence and
uniqueness
for Poiseuille flow incylindrical
domains(the
flow of a fluid between two concentrical
cylinders).
Section 6 deals with somefinal remarks. Some of these results have
already
been announced in[5].
2. - The evolution
problem (I):
existence anduniqueness
of astrong
solutionIn the
sequel,
one will have r, s E(1, oo) .
Unless it isexplicitly specified,
Q c is a bounded connected open set such that 8Q is
Lipschitz-continuous.
We will use the
following
notation(see [8]):
a)
L r = etc ... E0 on
9~}. Here, n
=n (x )
is aunitary
vector, normal to a S2 at x and orientedtowards the exterior of
Q; Hr
endowed with the norm of Lr(SZ)3
is a reflexiveBanach space. When r =
2,
we will put H instead ofH2.
The norm and thescalar
product
inL 2
will be denotedby ~ ~ ~ I
and(., .), respectively.
b)
V = H nHJ(Q)3,
a Hilbert space for the usual norm inHJ(Q)3.
V’is its dual space
((., .)
is thecorresponding duality pairing).
The norm inHo
will be denoted
by I -
c) Pr : Lr (Q)3 --* Hr
is the Helmholtzprojector
in Lr. It is a bounded linear operator characterizedby
theequality Pr v
= vo, where vo isgiven by
the so called Helmholtz
decomposition
with and
is the Stokes operator in Hr. Here, is a Banach space for the norm
We will
frequently
use functions with values in]i3
or in the space of real 3 x 3 matrices. In all cases, the notation will beabreged.
Forinstance,
u
E
orsimply
u EH 0
I means that each
component
of ubelongs
toHo (S2).
WheneverX (Q)
is a Banach space formedby
functions defined inQ, LP(X)
stands for T ;X(Q))
andC(X)
forC([0, T]; X(Q)).
THEOREM 2.1. Assume and
then there exist T* E
(0, T]
and aunique
strong solutionlu,
p,-11
to(1.5)-(1.8)
in[0, T*],
withTHEOREM 2.2. Assume a SZ E >
0),
1 s Then,for
eachT >
0,
there existsao (T )
E(0, 1)
suchthat,
when 0 aao(T)
and the datahave
sufficiently
small norms in theirrespective
spaces,problem (1.5)-(1.8)
pos-sesses
exactly
one strong solutionlu,
p,t }
in[0, T],
withTheorem 2.1
slightly improves
Theorem 1 in[5].
When Q CR N,
resultssimilar to Theorems 2.1 and 2.2 hold
again
for all finite r > N.Theorems 2.1 and 2.2 can be
compared
with the results in[9].
In[9]
(Theorems
2.4 and3.3),
C.Guillop6
and J.-C. Sautimpose
strongerregularity hypotheses
on the data(in particular, f
EL2(Hl)
and in The-orem 2.4 and
f
E andf’
E in Theorem3.3). They
alsoshow that if the data are small
enough
there exists a strong solution in[0, oo);
contrarily,
in Theorem2.2,
T isarbitrarily large
but finite(and ao(T)
--* 0 asT -~
+o).
For the
proofs
of Theorem 2.1 and2.2,
we need thefollowing
three lemmas:LEMMA A. Assume and T > 0.
If
then there exists a
unique function
u such thatand
Furthermore,
where
C1
=C1(r,
s,Re, Q)
does notdepend
on F, uo and T.The fact that
C1
1 isindependent
from T is veryimportant
and will be used below.LEMMA B. Assume and .
If
then there exists a
unique function T
such thatand
Furthermore,
one hasthe following
estimates, whereLEMMA C. The solution to
(A.1 ) furnished by
Lemma Asatisfies:
Furthermore,
one has:and
where and ~
For the Proof of Lemma
A,
see[8].
Lemmas B and C are demonstrated in theAppendix.
PROOF oF THEOREM 2.1. We are
going
to rewrite( 1.5)-( 1.8)
as a fixedpoint equation. Then,
Lemmas A and B will beapplied. This, together
withLemma
C,
will serve to check that allhypotheses
of Schauder’s theorem aresatisfied.
For
arbitrary
T >0, R
1 >0, R2
> 0 andR3
>0,
let us introduce the setLet us see
that,
ifR
1 andR2
aresufficiently large,
thenY(T) # 0
for allT > 0
(and
for allR3
>0). Indeed,
let u* be theunique
solution to the Stokesproblem
For Lemma
A,
we know thereexists, C1
1 > 0 such that(Cl
does notdepend
onT).
If one choosesthen
(u*, to) belongs
toY(T)
for all T > 0(and
also for allR3
>0).
In the
sequel, R1
andR2
will be assumed tosatisfy (2.3).
Let us introduce the Banach spaceXT
=Ls(WJ,r)
xC(Lr)
and themapping
(D:Y(T) - XT,
given by 4$(E , t) = (u, t),
where u is theunique
solution to(A.1)
withand r is the solution to
(B .1 ). Obviously,
a fixedpoint
of 4$ solves(1.5)-(1.8).
Let us see
that,
for some T* E(0, T],
one CY (T* ) . Indeed,
if(u, f)
EY(T)
thenWe deduce that
Now,
using (C.2), (C.1 ),
the definition ofY(T)
and theinequality
one obtains:
where . From
(A.2),
we see thatOn the other
hand,
from(B.2)
and(B.3),
one has:Consequently,
ifT*, R 1, R2
andR3
are chosen in such a way that theright
sides of the three last
inequalities (with
Treplaced by T* )
are boundedby R 1,
R2 and
R3 respectively,
will be a subset ofY (T* ) .
Forexample,
it suffices to take
and
Thus,
we have found three constantsR2
andR3 (depending
on thedata)
and a timeT*
E(0, T] (depending
onR2
and thedata)
such that4S(Y(T*))
cY(T*).
SinceY(T*)
is a convexcompact
subset ofXT*
and 4$ iscontinuous,
Schauder’s theorem can beapplied.
This proves the existence of astrong
solution to(1.5)-(1.8)
in Q x(0, T* ) .
That this solution isunique
stemson Theorem 3.1
(see
Section3).
DPROOF OF THEOREM 2.2. Let us consider
again
the setY(T), given by (2.1).
Notice that once a,
R1
andR2
arefixed,
if uo and rosatisfy (2.3),
then thecouple (u*, to)
EY(T); here,
u* is the solution to(2.2). Hence, Y (T) =1=
0(and
this true for allR3
>0).
As in the
proof
of Theorem 2.1, we introduce the spaceXT
and themapping
(D. Let us see that there existsao(T)
E(0, 1)
such CY(T)
for a E(0, ao(T)].
If(u, f)
EY(T)
and we set F =P,(-Re(u- - V)M
+ V . f +f ),
thenUsing
the fact thatone finds
where
C7
= s, Re, S2 ,T). Using
the definition ofY (T ),
one also hasand
this, together
with(A.2), gives
thefollowing inequality:
On the other
hand,
from(B.2)
and(B.3),
one deduces:Consequently,
if a,R1, R2, R3,
and the norms of uo, to andf
are such thatthe
right
sides of these , threeinequalities
are boundedby R2
+4a
C2We andR3 respectively,
cY(T). First,
we choose a 1,R
1 andR2
suchthat
-
Then,
we choose ao E(0, ]
such thatFinally, R3
isfixed,
such thatWhen 0 a ao -
ao(T)
and the norms of uo, io andf
aresufficiently small,
one has:As in the
proof
of Theorem2.1,
we can now deduce that 4) possesses a fixedpoint
inY(T)
and also that this is theunique
solution to(1.5)-(1.8).
D3. - The evolution
problem (II): uniqueness
andstability
THEOREM 3.1.
tf
and(1.5)-(1.8)
possesses two weak solutionsfu’, pi , (i
=l, 2)
in[0, T] (in
the usualsense),
withthen
they
coincide( p 1 and p2 coincide
up toa function only depending
ont).
PROOF. Let us introduce and Then
a.e. in
[0, T],
’a.e. in Q x
(0, T)
andThe
regularity properties
of u and r lead to the conclusion that u’ EL2 ( V’)
+and
n L 1 (L 2 ) .
Here, u’ and -c’ must be understood as the usual time derivatives inD’(0,
T ;V’)
andD’(0,
T ;respectively.
We cancompute the
duality product ((3.1), u) (since
u EL2(V)
nL°°(H))
and also theL 2
scalarproduct ((3.2), 1-r). They give together:
Hence
with C
being
a constant. Now, from Gronwall’s lemma and(3.3),
oneeasily
deduces that u and r vanish. D
Theorem 3.1
slightly improves
Theorem 3 in[5].
When Q C(N > 4),
one can
deduce,
in a similar way,uniqueness
in the classOn the other
hand,
if Q cR,
one obtainsuniqueness
in the classNotice that Theorem 3.1
plays
therole,
of Theorem 6.9 in[14] (p. 84),
whichprovides uniqueness
for the strong solution to the usual Navier-Stokesproblem.
THEOREM 3.2. Assume
Also,
assume 0 andLet
{u,
p,-c I
be the strong solution to(1.5)-(1.8) corresponding
to these data. Thenfor
each 3 > 0, onehas:
(a)
There existsT
E(0, T] only depending
on uo, To,f
and 8, such thatif
thedata
uo, --ro
andf satisfy
then the
corresponding
system(1.5)-(1.8)
possessesexactly
one strong solution,defined
in the whole interval[0, T].
-(b)
There exists C =C(uo,
to,f,8)
> 0 suchthat, if (uo, to, f), (vo, g)
Eand
{u, p, i }
and{v, q- 9 a- I
are the strong solutionscorresponding
to thesedata,
one has:
PROOF.
Arguing
as in theproof
of Theorem2.1,
we see that if(uo,
To,f)
is
given
and R1 andR2 satisfy
and
then there exists a
unique
strong solution to( 1.5)-( 1.8),
defined at least in[0, T* ],
whereLet 6 > 0 and
(uo, To, f )
EBg
be fixed. Let us denoteby R1, R2
and T*the
corresponding
values ofR 1, R2
andT*.
Thenand, consequently,
Hence,
parta)
of this theorem holds with this T.Now,
assume(uo, to, f), (vo, 0-ro, g)
EB30
and let us denoteby {u, p, t)
and
{v, q, cr_{
thecorresponding
strong solutions to(1.5)-(1.8) (both
defined atleast in
[0, T]). Arguing
as in theproof
of Theorem3.1,
one finds:Here,
and one
has:
Integrating (3.6)
with respect to time in[0, T]
andusing
Gronwall’slemma,
one
easily
obtains(3.5).
This ends theproof.
DThe
previous
is astability (or
continuousdependence)
result for the strong solutions to(1.5)-(1.8)
furnishedby
Theorem 2.1. With some obviouschanges,
one can also demonstrate similar
stability
results forglobal
solutions corre-sponding
to small data.4. - The
stationary problem
In this
section,
Q CJRN (N
= 2 or N =3)
is a bounded connected open set and EC2.
We consider thestationary problem corresponding
to(1.5)-(1.7),
that is
in in
on
THEOREM 4.1.
(a) If f
E Lr(N
r+(0)
has asufficiently
small Lr norm,then
(4.1 )-(4.3)
possessesexactly
one small strong solutionlu,
p,t } ( p
isunique
up to a
constant),
with 1--
(b)
There exists a constant C = C(a,
r, a, Re, We,S2)
> 0 such that,if I u,
p,-r I
and
f v,
q, are the small strong solutionscorresponding
to the dataf
and g, both withsufficiently
small Lr norms, then:For the
proof
of Theorem4.1,
we need thefollowing
two lemmas:LEMMA D.
If F
E Lr(I
r-~oo),
then there existsexactly
one{u, q I (q
isunique
up to aconstant),
such thatin
Furthermore, for
someC’ = C1 (r, Q),
one has:LEMMA E. Assume N r 00 and u E
D(Ar).
One has thefollowing:
(a) If
G E Lr, there existsexactly
one T E Lr such thata. e. in Moreover,
(b)
There existsC~
=S2)
suchthat, if G
Ew1,r
andthen T E
w1,r
andLemma D is
proved
in[11] (Theorem 2,
p.67);
on the otherhand,
Lemma Eis demonstrated in
[17].
PROOF OF THEOREM 4.1. We will
only
present theproof
ofpart (a).
Theproof
of part(b)
can be achieved with arguments like those used foruniqueness
in
part (a).
1. Existence - For each U E
D(Ar),
let us introduce the bounded linear operatorsR (u )
and~C(M). First,
we putwith w
being
theunique
solution toFrom Lemma
E,
one hasFurthermore,
if issmall,
maps into itselfcontinuously.
Secondly,
we setIt is easy to check that
(recall
that a E(0, 1)).
The operator has an inversewith
(see [17]).
At present, we aregoing
to use formal calculus. This will lead to a reformulation of(4.1)-(4.3)
as a fixedpoint equation. By computing
thedivergence
of both sides of(4.2),
we obtain:Here, a u : 8r is the vector
whose j-th
component isequal
toHence,
From
(4.7)
and(4.1 ),
we see thatThis leads to the identities
and
with Here, we have used the fact that
(see [17]).
We will introduce a Banach space X, a convex compact set
yes)
anda continuous
mapping 4$ : Y(s)
~Yes)
in such a way that(4.1)-(4.3)
isequivalent
to a fixedpoint equation
for 4$ inY (s ).
Moreprecisely,
let us setand
for each E > 0.
Obviously, 0;
now, let (D :yes)
--* X begiven
asfollows:
t) = (u, q, T),
withlu, q I being
the solution to(D.1)
withand with t
being
the solution to(E.1 )
withIf
(u, q, -r)
is a fixedpoint
for 1>, thenlu, p, -il
solves(4.1)-(4.3) with p =
£(u)q.
Let us see that if E > 0 and are smallenough
CY (s). First,
if(u, q, f)
EY (s),
then for some constantsQ)
andC~
=C4 (a,
r,Q),
one has:and
Using (D.2), (E.2)
and the definition ofY(~),
we obtain:Hence, one will c
provided E
> 0 and are such that theright
sides in theprevious inequalities
are boundedrespectively by
and
It is not difficult to find s > 0 and
f satisfying
these conditions. The conclusion is similar to the one in theproof
of Theorem2.1,
since 4$ is continuous(see [17]).
2.
Uniqueness - Proceeding
as in theproof
of Theorem3.1,
one obtains:Thus,
where Hence,
where K is a new constant.
By assumption,
Thus,
from the aboveestimates,
we deduce that u - 0 and r = 0 whenever3 > 0 is
sufficiently
small. DThe use we have made of
(4.8)
in theright
side of the Stokesproblem (D.1 )
is
suggested by
the work of M.Renardy ([19]). If,
forexample, f
EH 1,
onecan use the contractive
mapping principle
as in[19],
which leads to an iterativealgorithm
for thecomputation
of the solution. In[9] (Corollary 4.3),
C.Guillop6
and J.-C. Saut present an
existence, uniqueness
andstability
result for(4.1)-(4.3)
when 0 a ao 1 and
f
EH
1 issufficiently
small.5. - Global existence for Poiseuille flows in
cylindrical
domainsIn this
section,
we introducecylindrical
coordinates. We will consider theregion
and we will
study
Poiseuille flows for anOldroyd-like
fluid in x(0, T).
More
precisely,
with data of the form1 - I - - -
we will search for a solution to
( 1.5 )-( 1.6)
of the formOne must have:
and also the
following
constitutiveequations:
Here, it
stands for the time derivative ofT’,
etc.Assuming (as usual)
thatthe
"pressure gradient"
pz =po(t)
isprescribed,
we are led to thefollowing
system
(see [17]
for thedetails):
Here is
given. Introducing
the new variablesthis can be written as follows:
The main task in this section is to solve
(5.1)-(5.3)
in(R 1, R2)
x(0, T), together
withappropriate boundary
and initial conditions. Forsimplicity,
weassume
for in THEOREM 5.1. Assume
(a) If
then
(5 .1 ) - (5 .5)
possessesexactly
one"semi-strong "
solutionf v,
in[0, T],
i. e.
- -- --
... 1 .
_ _ _ 1"B
the
equation (5 .1 )
issatisfied
in thefollowing
weak sensea. e. in and the
equations (5.2)-(5.3)
aresatisfied
a.e. in(R1, R2)
x(0, T).
(b) If
then
(5 .1 ) -(5 .5)
possessesexactly
one strong solution{ v, ~ 2 }
in[0, T ],
i. e.and
(5.1)-(5.3)
aresatisfied
a.e. in(R 1, R2)
x(0, T).
THEOREM 5.2. Assume I and
Then, for
each 8 > 0, there exists C =8) > 0
suchthat, if {v, cr l, ~2} and f w, T-1, r21
solve(5.1)-(5.5)
with data(vo, &02, f )
and(wo, to , io , g) respectively
and thesebelong
toone has:
Part
(a)
in Theorem 5.1 holds for two-dimensional Couette and Poiseuilleflows,
which have been studiedby
C.Guillop6
and J.-C. Saut in[10].
On theother
hand,
the argument we use for theproof
of part(b)
is similar to theone in
[10] (the
main difference in the newterm 1((1 - a)vr
r+ Cr 2)).
One canalso deduce a
stability
result for the strong solutions furnishedby
Theorem5.1, part (b) (see [17]).
For
simplicity,
we willonly
present the part of theproof
of Theorem 5.1concerning
existence. For the details and otherproofs,
see[17].
PROOF OF THEOREM 5.1
(EXISTENCE).
Let us first provepart (b).
There exists T* E
(0, T ]
and aunique
strong solutionf v, cr ,
in[0, T* ],
withThis can be deduced as in the
proof
of Theorem 2.1. Noticethat,
if T* T, it can be assumed thatwhere X
isincreasing
in eachargument;
this will be animportant
fact in thepassage from a local to a
global
solution.Wp
can find estimates fornot
depending
onT*.
It suffices to computeIndeed,
we findwith
Hence,
and
On the other
hand, multiplying (5.1 ) by v
inR2),
one also finds:This, together
with(5.7),
leads to thefollowing:
If we denote
by (5.2),. (respectively (5.3)r)
the r-derivative of(5.2) (respec- tively (5.3)), by computing
we obtain:
Using (5.7)
and(5.8)
to estimate the terms in theright side,
one findswhere Let
us introduce
the
unique
solution to(5.1)-(5.5)
is defined inFrom the estimates
(5.9),
we see thatNow, (5.6), (5.10)
and a standardargument
show that the solution is defined in the whole interval[0, T ] .
The
proof
ofpart (a)
is divided in four steps.FIRST STEP: THE EXISTENCE OF APPROXIMATE SOLUTIONS. Let us choose
sequences and such that
for all m,
in
weakly*
in L°° and a.e.,in
From
part (b),
which hasalready
beendemonstrated,
we know that for each m there existsuch that
a.e. in
a.e. in i a.e. in i
SECOND STEP: UNIFORM ESTIMATES FOR THE APPROXIMATE SOLUTIONS.
By computing
we
easily
obtainwhere
Consequently,
and
Taking w
= vm in(5.1)m,
we see thatFrom this and
(5.11),
one finds:Using (5.11)
and(5.12),
one also has:Now, (5.11 )-(5.13)
can be used to prove the existence ofsubsequences (again
indexed withm )
and functions v andcr
i such that:weakly
inweakly*
inweakly
inweakly*
inweakly
inFrom well known compactness
results,
one also has:strongly
inThis suffices to take limits in
(5.1)m,
whichgives (5.1)’.
However, theseconvergence
properties
are not strongenough
to pass to the limit in(5.2)m- (5.3)m
because of theterms orim . vm (recall that aim
andvm only
convergeweakly).
THIRD
a 1m ,
A CAUCHY SEQUENCE. Notice thatfor all
and
Setting
in(5.14)
andcomputing
the scalarproducts
inL2
of
(5.15)
and(5.16) respectively by
and ( one finds:The
right
side is boundedby
It must be
emphasized that,
in theprevious manipulation,
those terms "difficult tohandle",
i.e. the termsin
(5.15)
and in(5.16),
have
disappeared.
We find at once:where the constants
CS
andC6 only depend
on a, a,Re,
We,R1
andC1.
FromGronwall’s
lemma,
we obtain:This tells to us that and
(i
=1, 2)
areCauchy
sequences inL’(L 2).
Coming
back to(5.17),
we also obtain thatis
aCauchy
sequence inL2(L2).
FOURTH STEP: PASSAGE TO THE LIMIT. The strong convergence
properties
deduced from the
previous
step suffice to take limits in(5.2),,
and(5.3),,.
Oneis led to
(5.2)-(5.3).
It is also easy to check that(5.5)
is satisfied. 0When a = + 1
or a = - 1,
results like these can beproved
moreeasily.
One can also prove results of this nature for
cylinders moving
with velocities andK2(t).
In this case, theboundary
conditions are6. - Some
complementary questions
In order to describe the behaviour of visco-elastic
fluids,
several constitutive laws have beenextensively
used.Many
of them are of the differential kind and have the form:where P
is a(possibly nonlinear)
function of cr andD(u) (here,
the notationis as in Section
1).
Let us recall some "classical" modes for which the results in Sections2,
3 and 4 hold:The
Oldroyd’s
8-constant model. In this case,where all pi are constants
(see [16]).
When /~ = 0 for all i, we find(1.1) again.
The Larson model. This
corresponds
to a = 1 in(6.1 )
andwith y
being
a scalar function ofTr(a) (see [12]).
The Phan Thien and Tanner model.
Now,
we haveagain
a =1,
butwhere y is a constant
([18]).
The Giesekus model. As
before,
a = 1. In thismodel,
with y
being
a constant([7]).
One can also consider models with several different relaxation times. For
instance,
in the framework ofOldroyd models,
one can introduce tl , ... rk as follows:with and
for The
analog
to(1.3)-(1.4)
isOnce these
equations
areadimensionalized,
we find:where
Again,
the results in Sections2, 3,
4 and 5 hold for(6.4)-(6.5).
Contrarily
to whathappens
in the case of a Newtonian fluid(see
e.g.[13], [14], [22]),
the existence of aglobal
weak solution to(1.5)-(1.8)
forarbitrary
data in unknown. Some difficulties arise in order to obtain
global
estimates foru and r. In the
particular
case a =0,
one finds uniform estimates for u in and for t inL°° (L2).
However, this is notenough
to pass to the limit in the termga(-r, V u) (see [17]
for moredetails).
Appendix:
Proofs of Lemma B and Lemma CPROOF OF LEMMA B. Let be a sequence in
C1([0, T]; C3(Q))
suchthat um E T ;
D(Ar))
for all m, urn - u in T ;W2,,) . Also,
letbe a sequence in
C2 (S2)
such that to inW 1’r .
Foreach m > 1,
thereexists a
unique
solution toThis can be
easily
seenintroducing
the characteristic curves associated to um . In order to estimate tm and(Tm)’,
we first compute theL2
scalarproduct
((B. 1)., 1
TmI r-2 -c’). Then,
we takegradients
in andcompute
the scalarproduct
of both sides of theresulting equation with I V-r’ By
addition,
one finds:and
Using
the fact that r > N, we see thatHere, Dividing by
, one obtainsand, consequently,
On the other
hand,
from(B. 1),,,,
thefollowing
is found:(it
can be assumed thatC2
is the sameconstant),
Finally, using (B.2)m
we see thatFrom
(B.2)m
and(B.3)m,
it is clear that -r’(respectively (im)’)
remains uni-formly
bounded inL’(W’,’) (respectively L’(Lr)). Accordingly,
it can beassumed that a function t exists with
weakly*
in andstrongly
inweakly
inThis suffices to take limits in
(B .1 ) m . Thus, (B .1 )
is obtained.Also,
from(B .2)m
and
(B.3)~, taking
into account the lowersemicontinuity
of the norm withrespect to the weak and weak* convergence, one obtains
(B.2)
and(B.3).
Fromthe results in
[4] concerning
thetransport equation,
it is not difficult to prove thatV T E C (L r).
Theuniqueness
assertion stems from the fact that(B .1 )
is linear. D PROOF OF LEMMA C. Since u E it is easy to obtain(C.l)
from the
inequality
(here,
K is a constant; see[6],
p.27).
In order to demonstrate(C.2),
we willuse the
following result,
which can also be found in[6]:
If 1 q p +00and r >
3,
thenwhere c
For q
= r and p = one has:with
hence,
and
(C.2)
holds.REFERENCES
[1] G. ASTARITA - G. MARRUCCI, "Principles of Non-Newtonian Fluid Mechanics", McGraw Hill, New York, 1974.
[2] J. BARANGER - D. SANDRI, Finite element approximation of viscoelastic fluid flow: Exis-
tence of approximate solutions and error bounds, Numer. Math. 63 (1992), 13-27.
[3] M. J. CROCHET - A. R. DAVIES - K. WALTERS, "Numerical Simulation of Non-Newtonian Flow", Elsevier, Amsterdam, 1985.
[4] R. DIPERNA - P.-L. LIONS, Ordinary differential equations, transport theory and Sobolev spaces, Invent. Math. 98 (1989), 511-547.
[5] E. FERNÁNDEZ-CARA - F. GUILLÉN - R. R. ORTEGA, Existence et unicité de solution forte
locale en temps pour des fluides non newtoniens de type Oldroyd (version LS - Lr), C. R.
Acad. Sci. Paris. Sér. I Math. 319 (1994), 411-416.
[6] A. FRIEDMAN, "Partial Differential Equations", Holt-Rinehart-Winston, New York, 1976.
[7] H. GIESEKUS, A unified approach to a variety of constitutive models for polymer fluids based
on the concept of configuration dependent molecular mobility, Rheol. Acta 21 (1982), 366- 375.
[8] Y. GIGA - H. SOHR, Abstract LP estimates for the Cauchy problem with applications to
the Navier-Stokes equations in exterior domains, J. Funct. Anal. 102 (1991), 72-94.
[9] C. GUILLOPÉ - J.-C. SAUT, Existence results for the flow of viscoelastic fluids with a differential constitutive law, Nonlinear Anal. Vol. 15, No. 9, (1990), 849-869.
[10] C. GUILLOPÉ - J.-C. SAUT, Global existence and one-dimensional nonlinear stability of shearing motions of viscoelastic fluids of Oldroyd type, Math. Mod. Numer. Anal. Vol. 24, No. 3, (1990), 369-401.
[11] O. A. LADYZHENSKAYA, "The Mathematical Theory of Viscous Incompressible Flow", Gordon and Breach, New York, 1969.
[12] R. G. LARSON, A critical comparison of constitutive equations for polymer melts, J. Non- Newtonian Fluid Mech. 23 (1987), 249-269.
[13] J. LERAY, Sur le mouvement d’une liquide visqueux emplissant l’espace, Acta Math. 63 (1934), 193-248.
[14] J. L. LIONS, "Quelques Méthodes de Résolution des Problèmes aux Limites non Linéaires", Dunod, Gauthier-Villars, Paris, 1969.
[15] J. G. OLDROYD, On the formulation of rheological equations of state, Proc. Roy. Soc.
London Ser. A 200 (1950), 523-541.
[16] J. G. OLDROYD, Non-Newtonian effects in steady motion of some idealized elastico-viscous
liquids, Proc. Roy. Soc. London Ser. A 245 (1958), 278-297.
[17] R. R. ORTEGA, Thesis, University of Seville (Spain), 1995.
[18] N. PHAN THIEN - R. I. TANNER, A new constitutive equation derived from network theory,
J. Non-Newtonian Fluid Mech. 2 (1977), 353-365.
[19] M . RENARDY, Existence of slow flows of viscoelastic fluids with differential constitutive
equations, Z. Angew. Math. Mech. 65 (1985), 449-451.
[20] M. RENARDY - W. J. HRUSA - J. A. NOHEL, "Mathematical Problems in Viscoelasticity", Longman, London, 1987.
[21] D. SANDRI, Approximation par éléments finis d’écoulements de fluides viscoélastiques:
Existence de solutions approchées et majoration d’erreur II. Contraintes continues, C. R.
Acad. Paris Sér. I Math. 313 (1991), 111-114.
[22] R. TÉMAM, "Navier-Stokes Equations, Theory and Numerical Analysis", North-Holland, Amsterdam, 1977.
[23] A. VALLI, Periodic and stationary solutions for compressible Navier-Stokes equations via
a stability method, Ann. Scuola Norm. Sup. Pisa Cl. Sci. 10 (1983), 607-647.
[24] A. VALLI, Navier-Stokes equations for compressible fluids: global estimates and periodic solutions, Proc. Sympos Pure Math. 45 (1986), 467-478.
[25] K. WALTERS (ed.), "Rheometry: Industrial Applications", J. Wiley and Sons, 1980.
Departamento de Ecuaciones
Diferenciales y Analisis Num6rico
University of Sevilla
C/Tarfi a s/n 41012 Sevilla, Spain Departamento de Matematica
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