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Submitted on 1 Jan 1990
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Mechanics of interfaces : the stability of a spherical
shape
M. M. Kozlov, V.S. Markin
To cite this version:
Mechanics of interfaces :
the
stability
of a
spherical shape
M. M. Kozlov and V. S. Markin
A. N. Frumkin Institute of
Electrochemistry,
The U.S.S.R.Academy
of Sciences, 31Leninsky
Prospect,
Moscow, U.S.S.R.(Reçu
le 20février
1989, révisé le 17 novembre 1989,accepté
le 23 novembre1989)
Résumé. 2014 On considère les conditions de
perte de stability d’une interface
sphérique.
Une interface arbitraire est caractérisé par des facteurs tels que tension de surface, lepremier
et le deuxième moments, les modules d’élasticité. Dans un état déformé, on suppose que les conditionsd’équilibre à
l’interface interne sontrespectées.
On obtient desexpressions générales
pour les critères de stabilitéqui
mettent en rapport lesparamètres
dusystème
et la différence depression
entre
phases
homogènes séparées
par l’interface. On considère les casparticuliers
de membranesqui
ne se dilatent pas et d’une interface ayant unpetit
module de dilatation. Abstract. 2014 Conditions are considered for the loss ofstability
of aspherical
interface. Anarbitrary
interface is characterizedby
the force factors, such as surface tension, first and secondmoments, moduli of
elasticity
andcutting
forces. In a deformed state the conditions of internal interfaceequilibrium
are assumed to be satisfied. Generalexpressions
are obtained for thestability
criterion which relate the system parameters and the pressuredrop
between homo-geneousphases separated by
the interface. Particular cases are considered of anon-expansible
membrane and an interface with a small
expansion
modulus ofelasticity.
ClassificationPhysics
Abstracts 82.65D - 87.20CIntroduction.
In recent years researchers have become
quite
active in atraditionally explored
field ofchemistry, thermodynamics
of interfaces. This concerns thestudy
ofsystems
such asmicroemulsions,
water solutions ofamphiphilic
substances,
andbiological
membranes. The classicalapproach
to thedescription
of interfacesdeveloped by
Gibbs[1]
and followedby
others[2-8]
involves theconcept
of forcefactors,
namely
the Gibbs surface tension and two moments,Ci
andC2.
The interfaceshape
is described in terms of the Gibbsdividing
surface,
a normal to which in every
point
coincides with thedensity gradients
of thesystem
components
(as
well as otherthermodynamics
quantities).
According
to thisapproach,
the variations of the Helmholtz free energy of apiece
of an interface may be described aswhere T is the absolute
temperature ;
gis
the chemicalpotential
of the i-thcomponent ;
SS and
nsi
are the excesses ofentropy
and the amount of the i-thcomponent,
determined withrespect
to the Gibbsdividing
surface ;
A is the area of the consideredpiece
ofinterface ;
J is the sum of
principal
curvatures hereafter referred to as the mean curvature ;K is the
product
ofprincipal
curvatures to be referred to as the Gaussian curvature. Let usemphasize
that extensivequantities
inexpression
(1)
have themeaning
of differentialquantities
describing
apiece
of interface.The force factors were
postulated by
Gibbs.However,
within anapproach involving
assumptions
of localthermodynamics,
the force factors may beexpressed
in terms of thecomponents
of amicroscopic
pressure tensor[2,
3,
6-11].
In this case the interface isregarded
as a continuouslayer,
with the pressure tensorbeing specified
in everypoint.
In
describing
classicalcapillary
systems
in which the surface tension yG ishigh,
thedependence
of the force factors on deformation may beneglected.
Thesystems
belonging
to another class(interfaces
with thesurfactant-containing
microemulsions ;
films ofamphiphilic
substances
making
up such structures as e.g.lipid mesophases
andbiological
membranes)
have a very low surface tension
[12].
For thedescription
of suchsystems
in terms ofthermodynamics
thedependence
of the force factors of an interface on itsgeometrical
characteristics issignificant.
This means that an interface should beregarded
as an elasticsystem
characterizedby
the moduli ofelasticity
[10] :
extension-compression
modulus ofelasticity :
first modulus of
bending elasticity :
second modulus of
bending elasticity :
moduli of
elasticity
for the mixed deformations :Moduli of
elasticity
may beexpressed
through
the force factors asOn the basis of the
relationships
between the force factors andgeometrical
characteristicsthe
spontaneous
geometrical
characteristics of an interface may bedetermined,
viz. theThe
description
in terms ofthermodynamics
and mechanicspresented
in the above-mentioned references makes itpossible
tostudy
theshape
andstability
of structuresproduced
within the
multi-phase
systems.
Experimental findings
revealed avariety
of such structuresand confirmed the
feasibility
of their transformations into each other. The most illustrativeexamples
arelipid-water
mixtures andbiological
membranes.Lipids
formbilayers
in water,with the
bilayer
surfacesbeing
formedby polar
heads oflipid
molécules,
and the inner volumeoccupied
by hydrocarbon
tails. Unilamellarspherical
vesicles,
multi-lamellarspherical
liposomes,
and flat lamellarsystems
are the mostwide-spread
structures formedby
thelipid
bilayers.
Insystems
with a low water content,lipids
also form normal and invertedmicelles,
and normal and inverted
cylinders
within ahexagonal lattice
(HII-phase).
Whentemperature,
water content, or other external factors
change,
aphase
transition occurs, followedby
changes
in theshape
oflipid
structures[13].
Abiological
membrane whose bulk is thelipid
bilayer
forms the cellenvelope
andlargely
dictates the cellshape
[14].
Anerythrocyte
ismechanically
the mostinteresting
cell.Depending
on theconditions,
anerythrocyte
iscapable
of
assuming
theshape
of a biconcave discs(dyscocyte),
asphere
(spherocyte),
a cup(stomatocyte),
asphere
withspicules
(echinocyte),
etc.[14].
Characteristic
shapes
of the structures formedby
interfacescorrespond
to thesystem’s
equilibrium
state. Whenequilibrium
is nolonger
stable,
theshape changes.
There arereports
[15, 16]
of the studies of interfacestability.
One paper[15]
discusses thestability
of aninterface with force factors and no
elasticity,
i.e. the moduli ofelasticity
areequal
to zero.Reference
[16]
is concemed with anopposite
case where variations in free energy arewholly
associated with the
bending
elasticity Ejj
whichresponds
to the variations of the totalcurvature.
This paper considers the
stability
of aspherical
interfaceshape.
The contributions of all the force factors and moduli ofelasticity
to thestability
criteria are taken into account.Statement of the
problem.
Let the interface be
spherical
with the radius ro. There is adrop
ofhydrostatic
pressure at theinterface between the bulk
phase
and the interior volume of the vesicle. Thethermodynamic
properties
of the interface are determinedby
the forcefactors,
namely
the surface tensionVo and the first and the second moments
Cl
andC2.
Variations of the free energy of a
piece
of interface of an area A in the process of isothermaldeformation with a constant amount of
components
may be described aswhere the functions
Î’G(A,J, K), C1(A,J, K)
andC2(A,J,K)
allow for apotential
redistribution of the
components ;
all thegeometrical
characteristics describe thedividing
surface. Variations of theforce
factorsduring
deformation are,by
definition,
expressed
interms of the interface moduli of
elasticity
[10].
Let us consider the interface in the state of internal mechanical
equilibrium.
The condition ofequilibrium
force apiece
of interface withrespect
to lateraldisplacements
[9]
isexpressed
as
In
equations (6)
and(7)
theoperators
81ax
anda/ay
denote differentiation in asystem
ofcoordinates whose axes
(x, y )
are in aplane
which istangential
to the considered interface and coincide with the direction of theprincipal
curvatures ; cx andcy
are theprincipal
curvatures,
Qx
andQy
are the values of thecutting
forces which areapplied
to theedges
of the surface element and areperpendicular
to the axes x and y.Equilibrium equations describing
rotation may be written as
The
equilibrium
equations
(6)-(9)
were obtained on the basis of[9]
assuming
the membranethickness h to be much less than the radius of curvature ro. In
equations (6)-(9)
the terms of ahigher
order than(h/ro)2
weredisregarded.
Let us consider a minor deformation of a
spherical
interface. This deformation may beassumed to be
axially symmetrical,
and the interfaceshape
may be describedby
the function(Fig. 1)
asFig.
1. - Axialwhere r is the
length
of the radius vector drawn from the center of thesphere
to apoint
on thedividing
surface in the deformed state ; cp is the meridionalangles
is thearbitrary angle
function and À is the deformation
amplitude.
The curvatures and the element of the area of the
dividing
surface in the state of deformation may bepresented,
to an accuracy of the second-order terms withrespect
toÀ,
asLet us assume that the deformed interface maintains an
equilibrium
and,
inparticular,
theequation
of lateralequilibrium
(6)
is satisfied. Theobjective
of theinvestigation
includes thestudy
of thestability
of aspherical
interface to such deformations.Stability
criteria.The
thermodynamic stability
of aspherically shaped
interface is determinedby
the amount of work to beapplied
to the interface and its environment at a minor deformation. Zero workestimated in the first order of
magnitude
of deformationyields
the condition ofequilibrium
between the interface and the bulkphases.
The contribution madeby
the deformation of the second order ofmagnitude
determines thestability
of theequilibrium
state. If the second order contribution isnegative, equilibrium
is unstable. _To determine the
stability
criterion,
work must be calculated to an accuracy of the secondorder terms of deformation
magnitude. By
virtue ofequations (1), (3)-(5)
anelementary
workapplied
to the deformedpart
of an interface andrequired
for its further deformation isequal
to
The last term in
equation
(14)
is the workapplied
to the bulkphases,
whereas AP isequal
to the difference between pressure values for thesphere
interior and environment.On the basis of the
equation
of lateralequilibrium
(6)
as well asequations
(7)-(9), (3)-(5),
(11)-(13),
the relativeexpansion
of an interface may be found(Appendix A)
with anThe
expression
for the deformation work obtainedby
integrating (14)
over the deformationvalue and interface area may be
presented,
with an account for(11)-(13), (15),
in the first order withrespect
to À asWhen
W1
is zero at anarbitrary e
anequilibrium
equation
may be written :which is a
generalized Laplace
equation
for aspherical
surface[9].
The second order work with
respect
to À determines thestability
of thespherical
interfaceequilibrium
and may be described(Appendix B)
asThe work
WII
to beapplied
to the environment and thespherical
interface to deform the latter is determinedby
thetype
of thedeformation 03BE (~ )
andby
the interfaceparameters,
such as the force factors associated with the initial stateyl , Co
andCo,
the moduli ofelasticity
EJJ, EA-41
EKK, EAJ, EAK
andEjK,
and the pressuredrop
between the internal and extemalIt is
convenient,
and in most casespossible,
to estimate thedeformation e
*(p )
at which thesystem
losesstability
« for the first time ». Estimationof § *
is based on anassumption
that there are values of the interfaceparameters
for which the amount of workWH required
toimplement
thedeformation e *
may benegative.
For any othertype
of deformatione :0 e *,
however,
the same values of the interfaceparameters
result in apositive
WII ;
ineffect,
thesystem
is unstableonly
withrespect
to § *.
The criterion for a loss of
stability
introduces a link between the forcefactors,
the moduli ofelasticity,
and the pressuredrop
OP ,
at which thespherical
interface losesstability
withrespect
to § * .
Equation
(18)
appears to be too cumbersome foranalysis ;
let us consider extreme cases.NON-EXPANSIBLE INTERFACE. - Let
us consider an interface with a
large
extension-compression
modulus ofelasticity
(EAA --+ (0).
Suchsystems
arerepresented by
e.g. thininsoluble films and
bilayer lipid
membranes which do notexchange
material with anyreservoir
during
deformation. In this case the last term inequation
(18)
substantially
exceeds all the other terms for anarbitrary
form ofdeformation e
and ispositive.
Therefore thedeformation g
*at which
stability
is lost « for the first time » shouldcomply
with the zerovalue of this term
This class of deformations will be
analysed
in this section. In this caseequation
(18)
may bereduced to a
simplified
form where the surface tensiony 0
is eliminatedby using
ageneralized
Laplace equation
(17)
The
analysis
ofequation (20)
reveals arelationship
between the force factors and the interfacemoduli of
elasticity
for which thespherical shape
becomes unstable. The deformation atwhich
stability
is lost « for the first time » is associated with a maximum characteristicwavelength
of theperturbation imposed
on thespherical
interface. Thelongest-wave
perturbation
which satisfiesequation
(19)
may be written asThe criterion of
stability
loss to deformation(21)
can beexpressed
in terms of a pressuredrop
OPequal
to the difference between the pressure values for the bulkphase
inside thesphere P in
and for the exterior bulkphase
P out,
OP =Pin - P out.
Thespherical shape
loseswhere
The value of the critical pressure
drop APcr
whichdesignates
theboundary
between thestates of stable and unstable
equilibrium
of aspherical
interfacedepends,
incompliance
withequation
(22),
on the momentsCo
andCo.
As defined in references[8, 9],
apositive
value of the first momentCo
is related to atendency
of apart
of the interface to reduce the totalcurvature or to cave in the
sphere. Similarly,
at apositive
value of the second momentCo 2
thatpart
of the interface tends to reduce the Gaussian curvature. Therelationship
between the critical value of the pressuredrop
âP cr
and the moments is shown infigure
2. The unshaded area above thestraight
linerepresents
a stableequilibrium
of thespherical
interface,
whereas the shaded area belowrepresents
an unstableequilibrium
of thesystem.
Stability
is lost in thepoints
on thestraight
line.Qualitatively, figure
2suggests
that for the fixed momentsCo
andCo,
an increase inpressure inside the interface-formed
sphere
canbring
thesystem
to a stableequilibrium.
Conversely,
a decrease in the ambient pressure results in the destabilization of thespherical
shape.
With the value of APspecified,
at agreater
Co
(the
interface tends to cavein)
and agreater
Co 2
(a
tendency
to reduce the Gaussiancurvature)
thespherical shape
may losestability.
The lesser andnegative
values of the moments stabilize thesystem.
Let us comment on the
interceptions
of thestraight
line and the axes(Fig. 2).
If asphere
with radius ro
yields
aspontaneous
interfaceshape
atCo 1
= 0 andCo 2
=0,
theshape
becomesunstable when there is a
negative
pressuredrop equal
toIf there is no pressure
drop
between twohomogeneous phases,
AP= 0,
thespherical
interface is found to be unstable when the moments arelarge enough
Let us consider an even more
specific
case where the moments of aspherical
interface maybe
linearly
related tospontaneous
curvatures[10]
In this case the criterion of the loss of
stability
relates the pressuredrop,
moduli ofelasticity,
andspontaneous
curvatures asThe
relationship
between the critical pressuredrop âP cr
and thespontaneous
curvaturesJs
and Ks
is shown infigure
3. The unshaded area stands for a stable state, and the shadedFig.
2. -Stability
criterion for aspherical non-expansible
interfaceexpressed
in terms of the pressuredrop
and moments : AP is the pressuredrop
between the bulkphase
inside thesphère
and environment ;C01
andCo 2
are the first and second momentsrespectively ;
the shaded areadesignates
the absence of aspherical shape.
Fig.
3. -Stability
criterion for aspherical non-expansible
interface :relationship
between the pressuredrop
OP , spontaneous total curvatureJs,
and spontaneous Gaussian curvatureK.,.
Thefactors
a
and Q
areexpressed
on the basis of the interface moduli ofelasticity,
asa =-2Ejj
+2JK
;1 ... ro
(
ro/
of
spontaneous
curvatures destabilizes thesystem.
If thespontaneous
state of the interface isflat,
Js
=0,
KS
=0,
the critical pressure value below whichstability
is lost isAccording
toequation
(27),
for aspherical
interface with a zerospontaneous
curvature of asufficiently large
radius(when
the last two terms in theright-hand
side may beneglected)
the critical pressuredrop
ispositive,
i.e. thespherical shape
may losestability despite
the pressurebeing higher
inside than outside thesphere.
The
stability
criterion for aspherical
interface may beexpressed
in terms of the Gibbs surface tension and the moments. Aspherical shape
corresponds
to anequilibrium
state of thesystem,
thus thegeneralized Laplace equation
(17)
holds.Using
thisequation
as arelationship
between AP and yG, we obtain aspherical shape
which losesstability
if the Gibbssurface tension is less than the critical value
The criterion of the loss of
stability
of aspherical
shape
of anon-expansible
interface,
expressed
in terms of the Gibbs surfacetension,
is shown infigure
4. The shaded area standsfor the absence of a stable
equilibrium.
Figure
4shows,
inparticular,
that at low andnegative
values of the momentsthe
spherical shape
is unstable even at somenegative
values of the surface tension y G. Thespherical
interface for which the moments arefairly large,
.loses
stability
even forpositive
values of the surface tension.One case of an interface with a
large elongation
modulus ofelasticity
is abilayer lipid
membrane,
which consists of twomonolayers
oflipid
molecules. Aspherical
vesicle is a mostoften met membrane structure. A membrane is
selectively permeable
for water. Due to this the transmembrane pressuredrop
in the vesicles is osmotic. The force factors in the vesiclemembrane,
inparticular
the momentsCo
andCo,
are related to both the structure of thelipid
moleculesforming
monolayers
and the interactions ofmonolayers
(for
moredetails,
see[11]).
The most
frequent
cause of the occurrence of moments in abilayer
lipid
membrane is anon-optimum
ratio of the numbers of molecules in the external and intemalmonolayers.
For themoments to be absent in the membrane of a
spherical
vesicle,
there must be fewer molecules in the internalmonolayer
than in the external one[11].
In this case,according
toequation
(23),
aspherical
vesicle remains stable even if the osmotic pressure inside is lower thanoutside
(however,
stillbeing
within the limits definedby Eq.
(23)).
If the number of molecules in the internalmonolayer
isequal
to orgreater
than therespective
number in theexternal
monolayer,
thepositive
values ofC°
andC°
occur in the vesicle membrane[11].
Inthis case, as shown
above,
thespherical shape
losesstability
even forpositive
values of thetransmembrane osmotic pressure
drop.
The loss ofstability
shouldobviously
result in the membranecaving
inand,
possibly,
in thephenomena resembling
theendocytosis
of live cells. To maintain a stablespherical shape
in thissituation,
the concentration of anosmotically
active substance inside the vesicle must be
high enough
to enable the pressuredrop
to exceedthe critical value
(27).
Fig.
4. -An interface with a small
extension-compression
modulus ofelasticity.
Let us consider an interface whose
extension-compression
modulus ofelasticity
is small(EAA --> 0).
This is the case of interfaces which arecapable
ofexchanging
components
with the environment in the process of deformation(an
extreme case of such asystem
is aninterface of two pure
liquids).
In this case there is a weakdependence
of the values of all forcefactors on the area A of a
part
of the interface.Using
equation (2)
which relates the moduli ofelasticity
with the force factors andneglecting
the area derivatives of yG,Ci
andC2, equation (18)
may be rewritten asAs in the case of a
non-expansible
interface,
thestability
of aspherical
shape
is « for the firsttime » lost to a deformation which has a maximum
wavelength.
In the case of the deformationspecified
as § = 03BC
+(1/3
+ cos 2cp)
the constant term determines the variation of theinterface area ; the contribution of 1/3 + cos 2 cp is for the
bending
deformation at a constantarea. In the case under consideration the work of an exterior source
applied
to aspherical
interface in
equilibrium
and to the environmentduring
deformation isequal
toEquation
(29)
shows that there are more chances for the loss ofstability
of aspherical shape
of an
expansible
interface(EAA -+ 0)
than in the above case of anon-expansible
interface(EAA -+ 00 ).
An
expansible
interface may losestability
in two ways. The first is similar to the above caseof a
non-expansible
interface. In the case of deformation at g = 0 for the pressuredrop
àP
(between
the bulkphase
inside thesphere
and itsenvironment)
whose value is less than the critical one0394Pcr(1)
the
spherical shape
of anexpansible
interface losesstability.
The deformation for whichstability
is lost in this case amounts, as in the case of anon-expansible
interface,
to a flexureFor an
expansible
interface there is another way to losestability, by
virtue of the last termin the
right-hand
side ofequation
(29).
If the coefficientby
IL 2 is
positive,
thendeformation,
with the constant IL
being large enough,
requires
negative
work to bedone ;
thus thesystem
proves to be unstable to this deformation.
Consequently,
in the case of anexpansible
interface the
system
is characterizedby
one more critical pressure valueAp cr(2)
equal
toIf the pressure inside the
sphere
ishigh enough,
the
sphere
losesstability
for a deformation whose constantcomponent 03BC
satisfies theinequality
provided
that the numerator in(31)
isgreater
than zero. If the numerator isnegative, stability
is lost for deformations with any values of 03BC.The deformation for which the
system
losesstability
entails an increase in the interface area, whichactually
amounts to asphere bulging.
The criterion
(30)
of the loss ofstability
of anexpansible spherical
interface is illustrated infigure
5. The shaded area stands for the absence of a stableequilibrium
of aspherical shape.
Both ways in which the
stability
of anexpansible
spherical
interface may be lost areillustrated in
figure
6. The unstableequilibrium
of thesystem
isrepresented by
the unshadedarea. The
bulging-destabilized
states are shownby vertically
shaded area. Theunstability
to aFig.
5.- Stability
criterion for abulging
deformation of aspherical
interface. Fornotation,
seefigure
2.Shaded area
designates
the absence of a stableequilibrium.
Fig.
6.- Complete
stability
criterion for aspherical expansible
interface. For notation, seefigure
2. Unshaded areadesignates
stableequilibrium. Shading designates
the absence ofstability :
vertical, toflexural deformation with no
changes
in the area isrepresented by
horizontalshading. Finally,
the area shaded both
vertically
andhorizontally
denotes the states in which theexpansible
spherical
interface is unstable to bothtypes
of deformation.An
example
of thesystems
discussed in this section is adrop
of oil(or
anotherliquid
whichdoes not mix with
water)
in water. For all the above effects to bepossible,
the internal volume of thedrop
must be able toexchange
substances with the reservoirmaintaining
a constantpressure within the
drop.
Discussion.
The paper discusses the conditions of
thermodynamic stability
of aspherical
interface. Theproblem
is solvedby using
the Gibbsapproach
tothermodynamics
of interfaces extended tothe case of elastic interfaces.
Stability
was studied for deformations that do not disturb theconditions of the internal interface
equilibrium.
Equilibrium
andstability
criteria are defined withrespect
toaxially symmetric
pertur-bations. Such a loss of
generality
iscompensated by
theopportunity
ofanalytical
solution ofthe
problem.
The
investigation
generalizes
the availableapproaches
to thestudy
of thestability
ofstructures formed
by
interfaces[15, 16].
In reference[15]
theproblem
was solved within the Gibbstheory
ofcapillarity
for anelasticity-free
interface of anarbitrary shape. Analysis
reveals that for an interface whose moduli of
elasticity
andcutting
components
of themicroscopic
pressure tensor are zero, theequilibrium
equation
for the lateral direction holdsonly
for the deformationsinvolving
a shift of every interfacepiece
without an additionalflexure. For this reason, the
stability
criteria were foundonly
for that class of deformations[15].
The results of the
present
investigation
include ananalogue
of thestability
criterion for aspherical
interface[15],
viz. aninequality
obtained for a membrane with a smallelongation
modulus
(EAA ---> 0)
at which thespherical shape
is unstable if AP >Ap (2)
(30).
Reference
[16]
discussed another extreme case, that of anon-expansible
interface whosemechanical
properties
are describedby using only
thefirst-bending
modulus ofelasticity
Ejj.
The authors[16]
did not use the Gibbsapproach ; they
proceeded
from aphenomenologi-cal formula for elastic
bending
energy which wasoriginally
derived and discussedby
Helfrich[17].
The interface was assumed[16]
to becompletely non-expansible
and the conditions of alateral
equilibrium during
deformation was not discussed.Besides,
the authors[16]
did notstudy
the response of theequilibrium
condition to theelasticity-related
factors for thedeformations
including changes
in the Gaussian curvature, and to the factors related to thecutting
components
of amicroscopic
pressure tensor. Thefindings
of thepresent
investigation
suggest
that thespherical shape
of anon-expansible
interface(EAA --> 00 )
may losestability
if the pressuredrop
between thehomogeneous phases
is less than the critical valuedP cr
obtainedby equation
(22).
Aparticular
case ofexpression
(22)
iswhere Ci
1 was assumed to be relatedby equation
(25)
to thespontaneous
total curvatureJs ;
besides,
all the factors in the Gaussian curvature andcutting
components
of amicroscopic
pressure tensor were
neglected.
In the
present
investigation
we took into account the full set ofelasticity
moduli andspontaneous
geometrical
characteristics of the membrane. The results of such a considerationgive
additional information about thedependence
ofinstability
criteria on the vesicle radius.Appendix
A.Calculation of a relative
expansion
of apart
of interface.An
equilibrium
equation
for the lateral interfacedisplacement
may bepresented
in the formof
equation
(6).
Substituting
inequation (6)
anexpression
for the force factors whereonly
the first order terms of themagnitude
of deformationremain,
it ispossible,
with an account forequations
(3)-(5), (8)-(9)
and(11)-(13),
tointegrate
thisexpression, resulting
in- - - 1
To find the constant in the
right-hand
side ofequation
(Al),
let usintegrate
(Al)
over the area of a non-deformedsphere,
whichyields
const.
The substitution of
(A2)
into(A1)
and solution of theresulting equation
fordA
yields
Aequation
(15).
Appendix
B.Calculation of the work of interface deformation.
The work of interface deformation found
by integrating
equation (14)
can beconveniently
calculatedby
parts.
The
elongation
deformation work isThe use of
equations (11)-(13), (15)
results inwhere V and m are defined in the text.
The
integration
ofequation (Bl)
over theangle
dcp
from 0 to 7r and over the deformationThe work of the
first-bending
deformation is calculated in a similar way asIntegration
of(B3)
results in theexpression
And
finally
the work of the second flexure isIntegration yields
The total of
equations
(B2), (B4)
and(B6)
presents
acomplet expression
for the work ofReferences