BIFURCATION ANALYSIS REVEALS SOLUTION STRUCTURES OF PHASE FIELD MODELS XINYUE EVELYN ZHAO LONG-QING CHEN WENRUI HAO AND YANXIANG ZHAO

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BIFURCATION ANALYSIS REVEALS SOLUTION STRUCTURES OF PHASE FIELD
MODELS
XINYUE EVELYN ZHAO, LONG-QING CHEN, WENRUI HAO, AND YANXIANG ZHAO
ABSTRACT. Phase field method is playing an increasingly important role in understanding and predicting
morphological evolution in materials and biological systems. Here, we develop a new analytical approach based
on bifurcation analysis to explore the mathematical solution structure of phase field models. Revealing such
solution structures not only is of great mathematical interest but also may provide guidance to experimentally
or computationally uncover new morphological evolution phenomena in materials undergoing electronic and
structural phase transitions. To elucidate the idea, we apply this analytical approach to three representative
phase field equations: Allen-Cahn equation, Cahn-Hilliard equation, and Allen-Cahn-Ohta-Kawasaki system.
The solution structures of these three phase field equations are also verified numerically by the homotopy
continuation method.
1. INTRODUCTION
Phase field approach is an important modeling tool for modeling interfacial evolution problems in
materials science and biological systems. It is rooted in the diffuse-interface description of interfaces for
fluid interfaces proposed by van der Waals more than a century ago [22, 66]. The early applications of the
diffuse-interface to superconducting phase transitions and the compositional clustering and ordering in al-
loys led to the establishment of well-known time-dependent Ginzburg-Landau (TDGL) equations [34, 70],
the Cahn-Hilliard [9, 10], and Allen-Cahn equations [8] which form the basis for the evolution equations
in the phase-field method. The term of “phase-field” was coined in early applications of diffuse-interface
description to solidification and dendrite growth [7, 27, 51, 52, 72]. The generalization of the phase-field to
include both physical and artificial fields to distinguish different phases has led to wide-spread applications
of the phase-field method to modeling morphological and microstructure evolution in a wide variety pro-
cesses beyond solidification in materials science [14, 15, 69], biology [80],fluid and solid mechanics [2, 6],
etc.
In the phase-field method, one introduces a labeling function, called phase-field, φwhich for a two-
phase system, is assigned a value (say, -1) for one phase, and another value (say, +1) for the other. In the
interfacial region, the phase field labeling function φrapidly but smoothly transitions from -1 to 1. Mean-
while, the interface is tracked by a level set, typically the 0-level set, during the morphological evolution.
The main advantage of the phase field approach is that it can predict the evolution of arbitrary morphologies
and complex microstructures without explicitly tracking interfaces, and thereby easily handle topological
changes of interfaces.
Since phase-field method involves the numerical solutions to systems of partial differential equations in
time and space, there have been extensive efforts in developing numerical methods for solving the phase-field
equations. For example, several classic methods such as explicit/implicit Euler methods, Crank-Nicolson
and its variant, linear multistep methods, and Runge-Kutta methods have been considered for the time dis-
cretization (See for example [13, 54, 25, 1, 68] and the references cited therein). For the spatial discretiza-
tion, methods such as finite difference, finite element, discontinuous Galerkin, and spectral approximation
are typical examples See the recent review article [23] and the reference cited therein for more detailed
discussion). Some stabilized schemes have recently been developed based on the inheriting the energy dis-
sipation law and phase field gradient flow dynamics, including the convex splitting [26], linearly-implicit
1
arXiv:2210.06691v1 [math.NA] 13 Oct 2022
2 XINYUE EVELYN ZHAO, LONG-QING CHEN, WENRUI HAO, AND YANXIANG ZHAO
stabilized schemes [74, 73], exponential integrator [20, 24], Invariant energy quadratization [77], and scalar
auxiliary variable schemes [67].
However, there are very limited studies to reveal the solution structure of phase field models which
is critical to understanding the models from a mathematical point of view and to exploring the possible
formation of novel morphological patterns. Solution structures of nonlinear differential equations have been
well-studied by exploring bifurcations [64] and multiple solutions [4]. Existing theories and numerical
methods have contributed to a better understanding of these solution structures and the relationship between
solutions and parameters [36]. For example, the Crandall-Rabinowitz theorem has been used to theoretically
study the bifurcations of nonlinear differential equations such as free boundary problems [31, 28, 29, 78, 79].
Numerically, homotopy continuation method [47, 56] has been successfully employed to study parametric
problems such as bifurcation [64] and the structural stability [65]. Recently, several numerical methods
have been developed based on homotopy continuation methods for computing multiple solutions, steady-
states, and bifurcation points of nonlinear PDEs [40, 41]. These numerical methods have been also applied
to hyperbolic conservation laws [42], physical systems [44, 45] and some more complex free boundary
problems arising from biology [38, 39].
In this paper, we develop an analytical framework to study the solution structure of phase field models
and apply it to three well-known phase field equations. In particular, we study the solution structure of
Allen-Cahn equation in Section 3 and that of Cahn-Hillard equation in Section 4. Finally in Section 5, we
discuss the solution structure of Allen-Cahn-Ohta-Kawazaki system which is used to model the morphology
of diblock copolymer systems.
2. BIFURCATION ANALYSIS AND HOMOTOPY TRACKING
The goal of this paper is to compute global bifurcation diagram for various PDE models. Our ap-
proach combine analytical and numerical method. First, we analyze the bifurcations of various phase field
models from the trivial steady-states by Crandall-Rabinowitz theorem, then we numerically compute the
global bifurcation diagram via homotopy tracking. Generally speaking, we consider the following nonlinear
operator
F(x, µ)=0,
where F(·, µ)is a Cpmap, p1from a real Banach space Xto another real Banach space Yand µRis
a parameter. The bifurcation of xwith respect to the parameter µcan be verified theoretically by Crandall-
Rabinowitz theorem [21].
Theorem 1. (Crandall-Rabinowitz theorem, [21])Let X,Ybe real Banach spaces and F(·,·)be a Cp
map of a neighborhood (0, µ0)in X×Rinto Y. Denote by DxFand DµxFthe first- and second-order
Fr´
echet derivatives, respectively. Assume the following four conditions hold:
(I) F(0, µ)=0for all µin a neighborhood of µ0,
(II) Ker DxF(0, µ0)is one dimensional space, spanned by x0,
(III) Im DxF(0, µ0) = Y1has codimension 1,
(IV) DµxF(0, µ0)x0/Y1,
then (0, µ0)is a bifurcation point of the equation F(x, µ) = 0 in the following sense: in a neighborhood
of (0, µ0), the set of solutions F(x, µ) = 0 consists of two Cp2smooth curves, Γ1and Γ2, which intersect
only at the point (0, µ0);Γ1is the curve (0, µ), and Γ2can be parameterized as follows:
Γ2: (x(), µ()),||small, (x(0), µ(0)) = (0, µ0), x0(0) = x0.
Although the bifurcation theory can help in some special cases, the in-depth study of solution structures
often requires numerical methods to derive bifurcation diagrams of nonlinear systems. Generally speaking,
BIFURCATION ANALYSIS REVEALS SOLUTION STRUCTURES OF PHASE FIELD MODELS 3
the nonlinear operator Fis approximated by Fhnumerically (hrefers to the mesh size of numerical dis-
cretization). Then the numerical solution xhis computed by solving the following discretized nonlinear
system:
(1) Fh(xh, µ) = 0,
where Fh:Rn×RRnand xhis the variable vector that depends on the parameter µ, i.e., xh=
xh(µ). Suppose we have a solution at the starting point, namely xh(µ0) = x0, various homotopy tracking
algorithms can be used to compute the solution path [37, 47, 49], xh(µ). If xFh(xh, µ)is nonsingular, the
solution path xh(µ)is smooth and unique. However, when xFh(xh, µ)becomes singular, the solution path
hits the singularity and different types of bifurcations are formed [46].
More specifically, the homotopy tracking algorithm consists of a predictor step and a corrector step to
solve the parametric problem. The predictor is to compute the solution at µ1=µ0+ ∆µby setting
Fh(x0+ ∆xh, µ0+ ∆µ) = 0,
which, at the first order, yields an Euler predictor,
xFh(x0, µ0)∆xh=µFh(x0, µ0)∆µ.
Then we apply Newton corrector to refine the solution with an initial guess exh=x0+ ∆xh:
xFh(exh, µ1)∆xh=−Fh(exh, µ1),
and repeat exh=exh+ ∆xhuntil (exh, µ1)is on the path, namely, Fh(exh, µ1)=0.
3. BIFURCATION ANALYSIS OF ALLEN-CAHN EQUATION
In this and the following sections, we will consider two classical phase field equations: Allen-Cahn
equation and Cahn-Hilliard equation. As a mathematical convention, we take φ=±1in two distinct
phases, respectively. This is in contrast to the Allen-Cahn-Ohta-Kawasaki equation in Section 5, in which
we rather take φ= 0 or 1in the two phases from physical perspective.
We consider Allen-Cahn equation
φ
t (x, t) = φ(x, t)1
W0(φ(x, t)),x, t > 0.(2)
Here Ω = [1,1]d, d = 1,2,3, and 0<  1is a parameter to control the width of the interface. φis a
phase field labeling function which equals ±1in two distinct phases. The function W(φ) = 1
4(φ21)2is
a double well potential which enforces the phase field function φto be equal to 1 inside the interface and -1
outside the interface. The Allen-Cahn equation (2) can be viewed as the L2gradient flow dynamics for the
Ginzburg-Landau free energy functional
E(φ) = Z
2|∇φ|2+1
W(φ)dx.(3)
In 1D case, Ginzburg-Landau free energy reduces to
Z1
1
2(φx)2+1
4φ212dx,(4)
and the associated Euler-Lagrange equation (steady-state Allen-Cahn equation) becomes
(5) (φxx +1
(φ3φ)=0 1<x<1,
φx(1) = φx(1) = 0.
4 XINYUE EVELYN ZHAO, LONG-QING CHEN, WENRUI HAO, AND YANXIANG ZHAO
3.1. Bifurcation analysis. It is easy to verify that φφ0=1,0,1are three trivial solutions of the
steady-state system (5). Besides these trivial solutions, we are more interested in non-trivial steady states,
which can bifurcate from the zero trivial steady-state. More specifically, we consider the following shifted
system from φ0:
(6) (φxx +1
2[(φ+φ0)3(φ+φ0)] = 0 1<x<1,
φx(1) = φx(1) = 0.
We can verify that φ= 0 is always a solution to the system (6).
Next, we consider the following Banach space:
(7) Xl+α={φ(x)Cl+α[1,1], φx(1) = φx(1) = 0},
with the H¨
older norm
kukXl+α=kukCl([1,1]) + max
|β|=l|Dβu|Cα([1,1]),
where l0is an integer, 0< α < 1, and
|u|Cα([1,1]) = sup
x6=y(1,1)
|u(x)u(y)|
|xy|α.
Taking
(8) X=Xl+2+αand Y=Xl+α
in Crandall-Rabinowitz Theorem (Theorem 1), and defining an operator Fas
(9) F(φ, ) = φxx +1
2[(φ+φ0)3(φ+φ0)],
where is the bifurcation parameter, we know that F(·, )maps Xinto Y.
Since φ= 0 is always a solution to the system (6), F(0, ) = 0 for every , and Condition I of Crandall-
Rabinowitz Theorem (Theorem 1) is satisfied. To verify other conditions, we need to compute the Fr´
echet
derivative of the operator F, which is given in the following lemma.
Lemma 3.1. The Fr´
echet derivative DφF(φ, )of the operator Fis given by
(10) DφF(φ, )[ξ] = ξxx +1
2[3(φ+φ0)2ξξ].
Proof. By taking φ, ξ X, we have
F(φ+ξ, )− F(φ, )DφF(φ, )[ξ]
=1
2[(φ+φ0+ξ)3(φ+φ0+ξ)(φ+φ0)3+ (φ+φ0)3(φ+φ0)2ξ+ξ]
=1
2ξ2[ξ+ 3(φ+φ0)].
Therefore,
kF(φ+ξ, )− F(φ, )DφF(φ, )ξkY
kξkX
=k1
2ξ2[ξ+ 3(φ+φ0)]kY
kξkX
1
2
kξk2
Xkξ+ 3(φ+φ0)kY
kξkX
0,
as kξkX0. Hence, DφF(φ, )is the Fr´
echet derivative of F.
BIFURCATION ANALYSIS REVEALS SOLUTION STRUCTURES OF PHASE FIELD MODELS 5
Given (10), we have by taking φ= 0 that
(11) DφF(0, )[ξ] = ξxx +1
2(3φ2
0ξξ).
For condition II of Crandall-Rabinowitz Theorem, we need to analyze the structure of KerDφF(0, )
which is given by DφF(0, )[ξ]=0,ξX. By (11), it is equivalent to solve the following system
(12) (ξxx +1
2(3φ2
0ξξ) = 0,
ξx(1) = ξx(1) = 0.
This system can be solved by using an eigenfunction ansatz, i.e.,
(13) ξ(x) = a0+
X
n=1
ancos(Lnx) +
X
n=1
bnsin(Lnx),
where Lis to be determined. By taking the derivative, we have
(14) ξx(x) =
X
n=1
anLn sin(Lnx) +
X
n=1
bnLn cos(Lnx).
The two boundary conditions, ξx(1) = 0 and ξx(1) = 0, yield that either an= 0 or bn= 0. If an= 0,
then Ln =π
2+ (n1)π, hence
(15) ξ(x) = a0+
X
n=0
bnsin π
2+x;
if bn= 0, then Ln =, and we have
(16) ξ(x) = a0+
X
n=1
ancos(x) =
X
n=0
ancos(x).
Next, we will determine the bifurcations with respect to by solving (12)with different trivial solution
φ0.
3.1.1. Bifurcations around φ0= 0.
Theorem 2. For each integer n0,(1)
n=1
π/2+,(0, (1)
n)is a bifurcation point to the system (6)such
that there is a bifurcation solution (φn(x, s), n(s)) with
n(s) = (1)
n+s, φn(x, s) = ssin π
2+x+O(s2),where |s|  1.
Proof. We need to verify the four conditions of Crandall-Rabinowitz Theorem at (0, (1)
n). In this case, we
use the Fourier expansion of ξ(x)in (15). When φ0= 0, it follows from (11)that
DφF(0, )[ξ(x)] = a0
2+
X
n=0
bnπ
2+21
2sin π
2+x.
If =(1)
n=1
π/2+, the term with sin (π
2+)xdisappears while all the other terms remain. Hence,
we have
DφF0, (1)
nhbnsin π
2+xi=bnπ
2+2(1)
n2sin π
2+x= 0,
DφF(0, (1)
n)[ξ(x)] = a0
2+
X
k=0
k6=n
bkπ
2+kπ2(1)
n2sin π
2+kπx.
摘要:

BIFURCATIONANALYSISREVEALSSOLUTIONSTRUCTURESOFPHASEFIELDMODELSXINYUEEVELYNZHAO,LONG-QINGCHEN,WENRUIHAO,ANDYANXIANGZHAOABSTRACT.Phaseeldmethodisplayinganincreasinglyimportantroleinunderstandingandpredictingmorphologicalevolutioninmaterialsandbiologicalsystems.Here,wedevelopanewanalyticalapproachbas...

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