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Rigid polymer network models
J.L. Jones, C.M. Marques
To cite this version:
Rigid
polymer
network models
J. L. Jones(1)
and C. M.Marques
(2,*)
(1)
CavendishLaboratory, Cambridge
CB3 OHE U.K.(2)
Ecole NormaleSupérieure
deLyon,
69364Lyon
Cedex 07, France(Reçu
le 6 novembre 1989,accepté
sousforme définitive
le 20février 1990)
Résumé. 2014 Nous
présentons
un modèle décrivant l’élasticité d’un réseau de chaînesrigides.
Lavariation du module
élastique
avec la fractionvolumique
depolymère
est déterminée dans les deux cas où :(a)
les chaînes sontrigidement
connectées entre elles, c’est-à-dire que les seulesdéformations
possibles
du réseau sont celles obtenues en courbant les chaînes(réseau
énergétique)
et(b)
les chaînes peuvent s’articuler librement autour despoints
d’interconnectionet une
entropie
est alors associée à cesdegrés
de liberté. Nous définissons une concentration03A6c
de raccordement entre ces deux comportements. Un renforcement du réseaurigide
peut être effectué en introduisant unepetite
concentration cP de bâtonnets de taille P(beaucoup plus
grande
que la distance moyenne L entrepoints
de réticulation. Le moduleélastique
se voit dans ces conditionsaugmenté
d’un facteur,GP
~ cP P. Nous discutons en conclusion legonflement
etle «
dégonflement »
des réseauxrigides
par lechangement
de laqualité
du solvant. Nouscalculons une forme
possible
du taux degonflement
en fonction de la taille de la maille du réseau.Le
système
est instable pour un taux degonflement supérieur
à v2 eq =(5/4)3.
Abstract. 2014 A model is
presented
for theelasticity
of networkscomposed
ofrigid
chains. The elastic modulus as a function ofpolymer
volume fraction is determined for two cases :(a)
thechains are
rigidly
crosslinked to each other i.e. the network may only deformby bending
the chains(energetic
network)
and,(b)
the chains are allowed to rotatefreely
about the crosslinkpoints
so that there is entropy associated with the crosslinks. A crossover concentration between the twobehaviours 03A6c
is defined. The reinforcement of arigid
network,by introducing
a small concentration cp ofstraight
rod-like elements oflength
P(much
greater than the mesh size of thelattice)
is found to increase the modulusby
afactor, GP
~ cP P.Finally
we discuss howrigid
networks may swell, and « de-swell » if the solvent
quality
ischanged
and calculate apossible
form of the
swelling
ratio, as a function of thelength
of the network chains. The system is found tobe unstable for a
swelling
ratio greater than v2 eq =(5/4)3.
Classification
Physics
Abstracts62.20D - 81.40 - 03.40D
1. Introduction.
Rigid
networks arepresent
in manyguises
in nature, forinstance,
silicagels,
and the fractalstructures
arising
from irreversibleaggregation
are oftenrigid. Polymers
which arenaturally
stiff,
such as helical molecules(PBLG), polydiacetylene, kappacarrageenan, polyamides
andpeptides,
canaggregate
to form networks. We will model these networks as stiff elementsjoined
at crosslinkpoints.
Theelasticity
of the network willdepend
upon the stiffness of the elements and thedegree
ofmobility
of the chains at each crosslinkpoint.
It is
important
toquantify
therigidity
of the chain. Even classical flexiblechains,
entirely
dominated
by
theentropy
associated with theirmyriad
ofconfigurations,
are stiff on a shortenough
length
scale(that
of individualbonds).
Such chainsbehave,
for shortenough
deformations,
assprings
withspring
constants which scale with thetemperature T,
i.e. koc T
(where
N is thedegree
ofpolymerisation
of thechain).
Thescaling
with T indicatesN
that the déformation is
restricting
the number of chainconfigurations, causing
theentropy
todrop.
Our chain will berigid
in the sense of thespring
constantbeing independent
ofT,
the distortions arepaid
for with bend energy. We will first review a model of Ball and Kantor[1]
which
quantifies
what level of stiffness isrequired
before the network isenergetic
rather thanentropic.
Other discussionsdealing
with the cross-over from arigid
chain to a flexible onemay be found in references
[2]
and[3].
Then we will go on to calculate thespring
constant of a frozen chain with anarbitrary
shape
in the limit of small deformations. From theassumptions
of affine déformation and
rigidity
of thecrosslinks,
will emerge lawsgoverning
thescaling
of the elastic modulus with volume fraction of the chains in the network.Even in the case where the network is built from
rigid
chains,
itselasticity
may be dominatedby
entropic
rather thanenergetic
effects. This ispossible
if the elements can rotatefreely
around the crosslinkpoints
and thetopological
constraints are « soft »enough.
Thisproblem
has been consideredby
Edwards et al.[4].
Thescaling
of the elastic modulus with the volume fraction can be different from thesystem
withrigid
crosslinks. These two different behaviours can besimultaneously displayed
and we will discuss the conditions under which each of them can be observed. We willmainly
concern ourselves withmodelling
networks withrigid
crosslinks,
so there is noentropy
associated with thesystem
due to the free rotation of stiff elements abouthinges, although
we will discussentropic
contributions to the modulus in section 4.Reinforcement of the
rigid gels
can be achievedby
the introduction of extra chains in the network. We will calculate the increase of the elastic modulus of thenetwork,
as a function ofthe added concentration of
rigid
rods and their size.We shall conclude with a calculation of the
swelling
and «de-swelling »
ofrigid
networks withchanging
solventquality. Again
molecularweight
between crosslinkpoints
isimportant.
2. Chain
rigidity.
In order to arrive at a criterion for the
rigid
chainlimit,
in terms ofpolymer
chainparameters,
Ball and Kantor[1] consider
a chain in the form ofa frozen
random walk. Seefigure
1. The chain isrepresented by
a walk of Nsteps,
each oflength
a. Theequilibrium angle
for thejoint
between the i-thstep
and the(i
+ 1)-th
step
is 0 i,
where 0
may take any value between 0 and 2 7T. The random walk is frozen in the sense that an energy, U =B ( P i -
() i)2 /2
isrequired
to go from theequilibrium angle 0
to
0 i. B
is the elastic force constant. If we thenconsider
applying
a force F to the ends of the chain the distortion can befound,
enabling
the modulus to then be determined. In this paper we areessentially only
interested in twoparticular limiting
values of the abovequantities.
Let us consider the limit for whichFig.
1. - A chain in the form of a frozen random walk of N steps each oflength
a. Theangles
betweenconsecutive steps are
only
allowed tochange by
small amounts when the force F isapplied
to the ends of the chain.which leads to the Gaussian chain result for the modulus and is to be
expected
athigh
temperatures.
Nowtaking
thehigh
B/N,
low T limit i.e. whenNkT/B
1,
the distortion iswhich has a
dependence
on B but no Tdependence,
unlike the Gaussian chain result. It should be noted that an alternative way ofdiscussing
the two limits is in terms of the thermalpersistence length
of the molecular chainQp
=Ba /kT.
Thehigh
temperature
limitcorre-sponds
tolp
L(L
is the contourlength
of thechain),
so that the chain is flexible and we notsurprisingly
obtain the Gaussian chain result. The lowtemperature
limit,
howevercorre-sponds
tofp » L and
so the chain isrigid.
In the
following·discussion
we shall limit ourselves to networkscomposed
of elements which areenergetic
rather thanentropic
in theirelasticity.
Theseelements,
e.g. the molecularchains,
may be conceived as frozen chains with some fractal dimension1 / v
connecting
the size R to the mass distribution : R =N’a,
where a is alength
of the order of the monomersize. As an
example
when v = 1 we have a network of rod-like chains.3. Elastic response of
rigid
chains.3.1 BENDING A RIGID ROD. - The deformation of
objects
withlarge
aspect
ratios,
for instance rods or frozen chains with a fractal dimension close tounity,
is achieved mosteasily
for a
given applied
forceby
bending
rather thanstretching
orcompressing.
This notion is the basis for theelasticity
of cellular structures(Ashby
and Gibson[5])
and has beenapplied
to tenuous fractalelasticity (Kantor
and Webman[6]).
Applying
a force Ftransversely
to the end of asingle
rodproduces
a deflection X whichscales as
L3 for
a fixed F. Seefigure
2. In the limit of small deformations the rodbehaves,
asexpected,
like aspring,
with aspring
constant ofwhere E is the rod material
modulus, t
the cross-sectionaldimension,
and the constantdepends
onboundary
conditions and on theshape
of the cross-section. Weignore
details since we are interestedonly
inscaling.
In the case of a rod-like molecularchain,
it is notFig.
2. - The rod bends when a force F isapplied, producing
a deflection X.3.2 BENDING A FROZEN CHAIN WITH AN ARBITRARY SHAPE. - The
assumption
that thepolymer
chains arestraight
rods may be severe, and it is worthwhilelooking
in more detail atthe conformation of the chains. A chain which is
typical
of the stiffsynthetic
systems
we havein mind is
given
infigure
3. This has many benzenerings
joined together,
andgives
rise to astructure, which is not linear see
figure
4,
but has anoverall linearity.
Stricterlinearity
can beobtained
by using
molecules withlinkages
of thetype
shown infigure
5 which are discussed inreference
[7].
Fig.
3. - Part of a molecular chain which will deformby
rotation about the bonds.Fig.
4. - A schematicdiagram
of a molecular chain formed from the type of molecules infigure
3.Fig.
5. - Linear chains can be formedusing
the type of molecules shown above, as in Husman andAs we have
discussed,
if the force constantpreventing
deformation isquite large,
we have anenergetic
network. It may be the casethough
that in the realsystem,
overlong
timeperiods,
i.e.long compared
with the time for the modulus to bemeasured,
the bonds mayflip
around and the structure exhibit behaviour more characteristic of flexible chains. The chainsmay then have
entropic
contributions to their elastic energy and have atemperature
dependent
modulus,
forlong
time measurements.Returning,
to short time modulus measurements, wherelarge changes
in theshape
of the chain are not allowed it ispossible
that the chain has arigid,
but random structure. For chains which are notstraight
we consider a moregeneral
case i.e. that of arigid
butarbitrary shaped
chain. This
problem
has been considered beforeby
Kantor and Webman[6]
for fractal structures, Ball and Kantor[1]
]
and Brown[8].
Asimple
form of thetype
of calculation isgiven
below. Consider thearbitrary shaped
element infigure
6 with forcesapplied
to each end(the
endsbeing
the crosslinkpoints
thatmechanically couple
the chain to thenetwork).
Thetorque
on the i-th element isB à 0
i =Frr
whereâ8
i is theangle through
which the i-thelement of the chain bends
through
as it is strainedand r/-
is theperpendicular
distance fromthe
point
ofapplication
of the force to the i-th element of the chain. Thechange
inlength
in the x-direction is whereàr§’
is thechange
in thelength
of the i-th element in the directionparallel
to the x-direction.The
arbitrarily shaped
chainbehaves,
under smalldeformations,
as aspring
with aspring
constantIt can be seen .that for v =
1/2
thisgives equation (2),
so thatequation (2)
isjust
thespecial
case ofequation (6),
where the chain has theconfiguration
of a random walk. In the limit ofthe fractal dimension
being
one, we recover the rodspring
constant ofequation (3) (using
Ba =Et).
For fractal dimensionshigher
than one, theequivalent spring rigidity
is smallerby
a factor of
R/N ~ N v -1.
As in thepreceding paragraph
the calculationignores
theextensibility
of therigid
elements
of thechain,
since this leads to a lesscompliant
elasticresponse.
4.
Elasticity
of a network ofrigid
chains.4.1 FROZEN CROSSLINKS. - We first consider
systems
where there is a fixed number ofchemical crosslinks which are
permanent
andrigid
i.e.they
are notfreely hinged.
We nowwant to determine the modulus of a network of this
type.
Aqualitative
argument
to derive the shear modulus isgiven
first and a more detailed and moregeneral
argument
isgiven
later.If we
apply
an external force to the network it will be transmittedby
therigid
system.
We make theassumption
that thesystem
deformsaffinely
down to alength-scale -
0(R),
the distance between crosslinks.Although
it is not clear that thisassumption
should hold forrigid
chains for thetypes
of deformations that we areconsidering,
we use it here as anattempt
toobtain a
simple,
first order model of the processes involved whenrigid
networks deform. If there is a force Facting
on eachchain,
and a total of n chains in a volumeR3,
then the stress carried is a =nF /R2.
Because of the affineassumption
the strain of thenetwork will be
given by
e =X / R.
Young’s
modulusG r
for small deformations is thengiven
by,
We define the volume
fraction 0
ofpolymer
in oursystem
as follows. If there are n chains in avolume
R3,
each of volume -Na3
(where a
is thetypical
monomer dimension and thecross-section t is taken to be the monomer
length a) then qb
isthe làter relation
relying
on R - N " a. In ourmodelling
we assume that n is small so that theeffect of
entanglements
can beignored.
The volume fraction may be variedby
holding n
fixedand
allowing
N to vary, orby fixing
N andallowing n
tochange.
The later of these can be achievedby controlling
thefunctionality
of the crosslinks. If N is constant then we obtain thefollowing scaling
of the modulus with concentration.If we fix n and allow N to vary then we obtain a different
scaling
of modulus withconcentration,
asgiven
belowThere exist more
general
arguments
to calculate the stress in a network which do notrely
ondefining
an area and a volume for each molecularchain,
see Doi and Edwards[9].
The stress across agiven
area, seefigure
7 is thengiven by
thefollowing
argument.
where
Rm
is theposition
of the m-thjunction
andFmn
is the force exertedby
thepoint n
on theFig.
7. - Definition of the stress tensorU afJ. The component of the stress U az’ is the a component of
the force
(per area)
that the material above theplane
of area A and a distance h from theorigin
exertson the material below the
plane.
not allow us to obtain a
precise
result for themodulus,
it is worthfollowing through
theargument
since theunderlying assumptions
are drawnsharply
into focus.Considering figure
8 there are three rodsexerting
forces andtorques
at m. Theanalysis
isextremely
involved and so we introduce somesimplifying assumptions.
These involve :(a)
Taking
only
thereaction, -
Fmn
to evaluate the distortions of strut mn. Thisrepresents
theaction of the
counter-couples
at nby clamping
and vice versa for thecouples
at m.(b)
Assuming
all of theFmn
is effective inbending
mn.(c)
Assuming
that the deformationORmn
is affine. Then if we consider the deformation of onerod,
we obtainwhere
(A - 1 )
is the strain andfollowing (b)
above weget
If we
impose
a uniaxial strainÀ zz’
inserting
the above intoequation (11)
we obtainAveraging
thisusing,
Rmn, Z
= L cos 0 and(cos2
0 >= 1/3
(which
assumes anisotropic
chaindistribution) yields
Fig.
8. - Derivation of the stress tensorU zZ. The component
of Fmn
in the z-direction causes achange
inFor the modulus
ÔUzz/ÔEzz
with Ezz =(Àzz -
1 )
weget
a resultdiffering only by unimportant
factors fromequation (7).
For astraight
chain Ba =Et 4 and
inequation (15) NS
is defined asthe number of chains in a volume V.
Returning
toequation (10),
we can choose to follow thescaling properties by varying
cp,
the volume fraction of thepolymer, by allowing
N to vary, at fixed n. When the chains arestraight
(fractal
dimension1 / v
=1)
the elastic modulus scales as the secondpower of the
polymer
volumefraction,
as is found for a wide class of cellular structures as shown in[5].
This is in
good
agreement
with theexperimental
results of Rinaudo et al. on the elasticmodulus of
kappa-carrageenan gel
whichgives
a power lawdependence
ofG - o 2 --t
0.01 asdiscussed in
[10].
The chains of thisgel
are believed to have a verylarge persistence length
and,
indeed,
electronmicrographs
show a structure which could bedescribed
as anentanglement
of almoststraight
chains see reference[11].
Another
system
which couldprovide
aconvincing
test of ourpredictions
isthe
silicagel
system.
Thesegels
have been characterizedby
severalexperimental
groups.By
varying
thepH
of the reaction bath whichproduces
thegel
it ispossible
tomodify,
at least to some extent, its fractal dimension. Schaefer et al.[12]
report
fractal dimensions obtainedby
SAXSvarying
from 1.7 to 2.3. We are not aware of anysystematic
measurement of the elastic modulus of thegel
as a function of its fractal dimension but resultsreported by
Dumas et al.[ 13] give
apower law
dependence
ofG - 0 5 ±
0.5,
consistent with the fractal dimensions of order of tworeported by
Schaefer.The value of B in the above
equation
may be estimated for aparticular
system,
that offigure
3. It can then be used to determine the order ofmagnitude
of the modulusexpected
for suchsystems,
and acomparison
be made withtypical experimental
data. It is assumed that fora molecular chain such as
figure
3,
the bend is achievedby
rotation about molecular bonds. Rotation about the bond shown causes the chain to bend out of theplane
of the paper. This is shown in the more schematicdiagram figure
9. This mechanism is different in detail from that offigure
1. We assumecoplanarity
of the two successive benzenerings
and their connection isa
quadratic
minimum of the energy, U = C m2/2,
where m is the rotation about the CD axis(systems
notobeying
thistype
of potential
arebeyond
the scope of thispaper).
The effect is to move end E fromcoplanar position
El
to the elevatedposition E2.
For small cv thedisplacement
isperpendicular
to theplane
and isgiven by - w
sinyDE,
and the effectiveangle
bentthrough
is a - w sinyDE/CE.
The rate ofchange
ofangle
with distance movedalong
the chain is a/CE,
and the bend constant is Ba = B. CE. The energy forbending
thechain is then
given by
U =B (CE )2
( a
/CE
)2/2.
Theexpression
for the bend constantbeing
Ba = C . CE
( CE /DE
siny )2.
Thenby using
datagiving
the variation of U with w we cancalculate C and thus Ba.
Obviously
the exact value of Badepends
on thegeometry
ofparticular
molecules,
and so weonly give
an order ofmagnitude
estimate for atypical
system,
that of
figure
3. We thank Dr. A. H. Windle forsupplying
thepotential
data.Assuming
thatDE/CE - 1/4,
sin y =B/3/2
and that CE = a -10-9
m we obtain Ra -10-27
Jm. Thenusing
N -
10,
and ~ - 10-
we obtain a value for the elastic modulus of G -106
Pa. In the work of Aharoni andÈdwards
[14]
the modulus is found to be of the order106
Pa,
and over the rangeof
temperature
investigated,
it isindependent
oftemperature,
which fits theenergetic
network model.4.2 REINFORCEMENT OF THE GEL. - It may be of some
practical
interest to consider asystem
into which there has been introduced a small concentration c p of chains with a sizeFig.
9. -Diagram
to show how the bend of a molecular chain may be achievedby
rotations aboutbonds. The segments BC, CD and DE are part of a chain. When E is in
position El
there is alinearity
along AEI.
If the segment DE rotates about the axis CD,through
anangle w
out of theplane
of thepaper so that the end moves from
position El
toposition
E2
then the lineconnecting
C and E is nolonger parallel
toAEI
and has rotatedthrough
anangle a
from the direction ofAEI.
Thereforesuccessive rotations
along
the molecular chaingive
rise tobending
of the chain.discuss the case
of straight
chains(of length P) being
introduced into a network of rods’of sizeL
(L «
P ).
When a force isapplied
to the network there are twotypes
of chain-chaincontacts which transmit the stress. The first ones are the
permanent
crosslinkpoints
that havebeen discussed in the
preceding
section i.e. chemical crosslinksconsisting
of covalent bonds. In addition to these ones there will be rod-rod contactpoints
which areformed
when a P rodmeets other L rods
along
itslength,
we will call these contactpoints
extra links.They
are extrain the sense that as the network is deformed the rods will form more of these contacts. This
type
of contact has been considered before in relation torigid
networksby
Doi and Kuzuu[ 15].
In[ 15]
theonly
type
of links in thesystem
arephysical
ones, formedby
rod-rod contactsoccurring during
deformation. In such a network it is found that theelasticity
ishighly
non-linear. In the network which we discuss this non-linear
elasticity
is notpresent,
at a first level ofapproximation,
since the stress carriedby
the extra links is transmitted via the network of fixed crosslinks.Non-linearity
wouldonly
occur athigher
concentrations of added P rods.The extra links increase the free energy of the
system
and;
following [ 15]
we write this extrafree energy per unit volume as
where e (x)
is the amount of deflectionimposed
to one rodby
the deformation of thenetwork. A
rough
estimate of the extra energy can be obtained fromd ),
theaveraged
deformationimposed
on the Prods,
anddx2),
the
squared
average distance between twopoints carrying
the stress. Theassumption
of affine deformation leads tomodulus of the
gel
by
a factor which increaseslinearly
with concentration and with the size of the extrarods,
giving
a contribution to the modulus of4.3 FREELY HINGED NETWORK. - We consider in this
paragraph
asystem
which is made from chains of average size Rmeeting
atpermanent
crosslinkpoints
offunctionality
z. The chains arefreely hinged
in the sense that if one isolates from the network the z chainsmeeting
at some crosslinkpoint,
there will be no constraint on theangles
between the chains.Thus,
insuch a
network,
the constraintsacting
on the crosslinks areonly
derived from thetopology
ofthe
system.
Other work onfreely hinged
systems
has been doneby Thorpe
andPhillips [16]
and also Edwards et al. in
[4].
Weexpect
that a veryhigh functionality
willcompletely
freeze thedegrees
of freedom of thesystem.
Thisproblem
has been considered beforeby Vilgis et
al. in reference[17].
In order to estimate the criticalfunctionality
which would freeze theangles,
we describe the
system
as an ensemble of Npoints
- the crosslinkpoints
- each of themconnected to z
neighbours.
Thedescription
of thedynamics
of these Npoints
in ad-dimensional space needs Nd coordinates. There are, in a very
large
system,
Nz/2
constraints of thetype
. The total number ofdegrees
of freedom per crosslinkpoint
is thenIf one wants to
keep
somemobility
in a three dimensionalsystem,
thefunctionality
needs tobe less than six. For z = 4 there will be a
degree
of freedom per crosslinkpoint.
We now assume that thefunctionality
is lowenough
in order tokeep
some internalmobility
in thesystem.
At non-zerotemperature,
the thermal fluctuations of thesystem
determine itssusceptibility
where Y is the average vector
joining
the twopoints
whichrepresent
the extremepositions
of the end of the chain as the chainundergoes
thermal fluctuations. Let a be theangle
formedby
two chainsmeeting
at a crosslinkpoint.
The fluctuations in thepositions
of the end of anyparticular
chaindepend
upon the fluctuations 6 a of theangle
between the two chains about its average value of a. Therefore since R is the end to end distance of the chain we obtain thefollowing equation
for (
y2)
The
susceptibility y
is the inverse of the force constant k. The elastic modulus can thus bewritten as a function of the
angle
fluctuations8 a 2)
and the distance between crosslinks R :The exact value
of (&a 2>
depends
in a verycomplicated
way on thetopology
of the network and will remain as an unknownparameter.
Fromequation (8)
weget
thescaling
of the elasticThe
elasticity
of thisentropic
network ofrigid
chains has a very differentscaling
from thesystem
with frozen crosslinks(compare
withEq.
(10)) :
The
entropic
andenthalpic
type
of elastic behaviours can besimultaneously
present
inactual
systems,
depending
on therigidity
of the chains and on themagnitude
of the fluctuations of theangles.
At amacroscopic
level there is animposed
stress u and the twodifferent contributions to the elastic modulus act in
parallel.
Theresulting
modulus G is thengiven by
Comparing
the two contributions it is natural to define the crossover concentration0 c
that can be written asfor
straight
chains( v
=1 ).
For volume fractionslarger than 0,,,
the elastic behaviour has anentropic origin
and the elastic modulus follows thescaling
ofequation (24).
For volume fractions smallerthan c/J c
the deformation of the network isaccomplished by
thebending
of the rodsleading
to thescaling
ofequation (10).
Inpractice
alarge rigidity
of the chains(large
B)
and alarge
thermal fluctuation of theangles
(large 5 a
2) ) lead
to a very small crossoverconcentration and the
displayed
behaviour isentropic.
5.
Swelling
ofrigid
networksWhen networks come into contact with solvent three main effects can exist. First there is the
preference
of the chains for each other or forsolvent,
whichfollowing Flory [ 18]
andHuggins
[19]
isconventionally expressed
in terms of mean fieldtheory
asgiving
an energychange
per monomer site ofk TX 0 ( 1 - 0 )
whenmixing
occurs. y is the solventquality
and isnegative
for solvent
absorption
into the network to befavoured,
andpositive
forexpulsion. Secondly,
if solvent isimbibed,
the chains must extend soreducing
theirentropy,
and there will be anelastic
restoring
force,
opposing
extension. In the networks described in this paper, then atleast at short
times,
these forces will beenergetic.
Atlong
times it ispossible
that the chainsdisplay entropic
behaviour due to bondflips occurring.
The third contribution is anentropy
ofmixing
when solvent is absorbed. This isonly
present
when the chains areflexible,
that is inthe
long
timeentropic
limit,
whereconfigurational changes
are allowed. In therigid
system
nosuch
entropy
ofmixing
term exists. In thegeneral
case these three effectscompete
with eachother and the
system
reachesswelling equilibrium
when the total energy of thesystem
is aminimum with
respect
to the amount of solvent taken up.In this section we first want to consider the case of a
rigid
network made ofenergetic
chains,
and to ask the
question
of how the network swells. Theswelling
processbrings
into focusseveral
problems
still to be resolved in themodelling
ofrigid
systems.
- How much doesrigid
chainoverlap
effect classicalswelling,
to what extent is Doi and Kuzuu treatmentrequired ?
Over what
length
scale is the chain deformation affine with the bulk ? Alarge
amount of work has been doneby
Bastide et al. on the de-swelling
ofgels
and their deformationmechanism,
In
rigid
systems
theentropy
ofmixing
term discussed above vanishes(because
noconfigurational
changes
are allowed tooccur),
and therefore we canonly
consider thek Ty 0 ( 1 - 0 )
term to bedriving
theswelling.
Thusswelling
willonly
occurif X is negative
sothat the energy can be lowered.
We make the
assumption
in our model that for theswelling
process the network isphantom
i.e. the chains may passthrough
each other. This isadmittedly
a dramaticsimplification
andignores
such difficulties aslog-jams.
On the other hand we assume contacts between chains and solvent are describedby kTXc/J (1 - c/J),
whichimplies
that the number of rod-rodcontacts scale
as 02.
We shall use it however togive
a firstapproximation
to theswelling
mechanism. The total free energy ofmixing
of the network is written asThe elastic free energy is
given by
where
h Ro
= R andRo
is the unstretched value of the end to end chainlength,
and ns is the total number of chains.Also,
forisotropic swelling
the extension ratio À isi.e. the
quantity
V2 is defined as the ratio of the initial and final volumes of the network.Therefore,
if n
solvent
monomers mix with a fixednumber,
n2of polymer
monomers in thenetwork,
then V2 =(n2
+no)l(n2
+ni)
where no
is the initial number of solvent monomers.The volume fraction of
polymer
isthen cp = n2/ (n2 + nI),
and the initial value is00
=n2/(n2
+ni) ,
so that V2= cp /CPo.
The total solvation energywhen n
1 monomers of
solvent are absorbed is
given by
In order to find the
equilibrium swelling point
the total free energyFtot
must be minimised withrespect
to n1. Thisgives,
It can be seen that if we consider the small
swelling
limit,
so thatV2 eq
= 1 - 8 where 8 1 then we obtainIf we take the
large swelling
limit i.e. then we arrive at the resultIt is
interesting
at thispoint
to compare these results with thecorresponding
ones for a flexible network. For a classical Gaussian chain the elastic free energy isgiven by
The energy of
mixing
of anentropic
network with solvent contains both anentropic mixing
term and an energy of solvation due to solvent interactions. For theentropic
network andtaking cb o
= 1,
we haveFor this
type
of network theequilibrium
condition can be determined and is found tobe,
In the
large swelling
limit i.e.V2 eq
« 1 weobtain,
This shows a
significant
difference in the Ndepedence
of theswelling
ratios forentropic
networks andenergetic
networks.We can also look at how the network may « de-swell », i.e. how solvent may be
expelled, by
using
a poor solvent andallowing
the network to decrease in volume. Thistype
of behaviour will be seen in arigid
networkonly if x >
0. We havealready
seen thatswelling equilibrium
isachieved when the osmotic pressure ir
vanishes,
and ir isgiven by
When X >
0 it can be seen that there is aregion
in which the -y v2term
dominates and thesystem
will be unstable. This will occur whenand
substituting
in the condition atequilibrium (32)
we obtainExperimentally,
theswelling
ofrigid
networks has beenperformed by
Aharoni[14] by
changing
the solventquality.
Theswelling
wasperformed
over several months and factors oforder two for the
swelling
ratio were observed. Theexperiments
are done overlong
timeperiods
in order to allow the solvent to enter into the networksslowly,
otherwise the networksare
destroyed by
the process. We have mentionedalready
in section 3 that in addition to theenergetic
behaviour of these networks there could also be a differentlong
time scale behaviour. This would occur because of bondsflipping
overlong
timeperiods
and causeconfigurational changes leading
toentropic
behaviour. Theselong
time(slow) flips
wouldgive
rise to along
timetemperature
dependent
modulus,
and inaddition,
becauseconfigurational changes
can occur, the network coulddisplay
a conventionalswelling
mechanism as describedby
FLory
[18]
andHuggins [19],
if the time forswelling
isgreater
than the time for bond
flips
to takeplace.
4. Conclusion.
We have
presented
a model for the deformation of a network made ofrigid
elements andfound
that,
if the deformation is restricted to thebending
of the chains then thescaling
behaviour of the modulus with concentration under certain conditionsdepends
on the fractaldimension of the chains. For
straight
rod-like chains thisscaling being çb
2
and for chains which are frozen randomwalks 05 .
The other feature of this elastic modulusbeing
that it istemperature
independent,
since it is derived fromenergetic
rather thanentropic
effects.We also consider an
entropic
contribution to the modulus for the case where the crosslinks arefreely hinged
and obtain a new set of power laws for the variation of modulus withconcentration. The two moduli i.e.
entropic
andenergetic,
have differentscaling
with concentration and so we can define a crossoverconcentration Oc
above which theentropic
effects dominate themodulus,
and it becomestemperature
dependent.
If the network is reinforced
by introducing
a concentrationcp
of rods of size P into thesystem,
then for P > L(where
L is the distance between crosslinks in thenetwork)
the modulus is found to be increasedby
a factor which isdirectly proportional
tocp
and P.The
swelling
ofrigid
networksby imbibing
solvent is a verycomplex
problem
and we havegiven only
a firstapproximation
as to the processestaking place.
Theequilibrium swelling
ratiov2 eq
is determined for the case where the crosslinks arerigid
for ageneral
fractaldimension v of the
chains,
however it is difficult to visualise how the network can swell forv =
1,
and it ispossible
that theanalysis
breaks down before v = 1. If the network «de-swells » it is found that an
instability
exists when the ratio of initial to finalvolumes,
V2 eq is
greater
than(5/4)3.
Although,
there isonly
a limited amount ofexperimental
datacurrently
available for suchsystems,
the results of[12]
and[13]
give
the modulus versusconcentration power law. The
dependence
of this power on the fractal dimension of thechains,
agreesqualitatively
with ourpredictions.
In[14]
the networkssynthesised
have atemperature
independent
modulus and to an order ofmagnitude
the modulus measured agreesquantitatively
with what ispredicted
for very similarsystems
by
our model.Acknowledgements.
The authors would like to thank M.
Wamer,
J. F.Joanny,
R. C.Ball,
S. F. Edwards and S. M. Aharoni for manyhelpful
contributions to this work. One of us(J. J.)
isgrateful
for aReferences
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