Abstract
We revisit the model for a two-well phase transformation in a linearly elastic body that was introduced and studied in Mielke et al. (2002 Arch. Ration. Mech. Anal. 162, 137–177). This energetic rate-independent system is posed in terms of the elastic displacement and an internal variable that gives the phase portion of the second phase. We use a new approach based on mutual recovery sequences, which are adjusted to a suitable energy increment plus the associated dissipated energy and, thus, enable us to pass to the limit in the construction of energetic solutions. We give three distinct constructions of mutual recovery sequences which allow us (i) to generalize the existence result in Mielke et al. (2002), (ii) to establish the convergence of suitable numerical approximations via space–time discretization and (iii) to perform the evolutionary relaxation from the pure-state model to the relaxed-mixture model. All these results rely on weak converge and involve the H-measure as an essential tool.
Keywords: energetic solution, mutual recovery sequences, H-measures, laminates, two-phase material model, evolutionary Gamma-convergence
1. Introduction
Microstructures occur in many material models and are important for macroscopic effects such as elastoplasticity or the hysteresis in shape-memory materials. On typical macroscopic and mesoscopic length scales, such materials are usually modelled by a strain tensor and some internal variables such as phase indicators, magnetization, plastic tensor or hardening variables. In most cases, the stored-energy density depends only on the point values of these variables and thus defines a material model without any length scale. Thus, even steady states, which occur as minimizers of the energy, may develop microstructures on arbitrary fine scales. For static problems, a rich theory was developed based on the seminal work [1], which introduced Young measures as an essential tool.
For evolutionary problems, the situation is much less developed, as the temporal behaviour of such microstructures is significantly more difficult. For rate-independent systems, which do not have an intrinsic time scale and hence are sufficiently close to static problems, a major step forward was made using incremental minimization problems, namely for finite-strain elastoplasticity in [2–4], for brittle fracture in [5,6] and for shape-memory materials in [7–9].
All these approaches have in common that they are based on incremental minimization problems for an energetic rate-independent system (ERIS)
, where
is a (possibly nonlinear) state space,
is the energy potential and
is the dissipation distance, which measures the minimal energy needed to change the state from q to
. Given an initial state
, the approximate incremental minimization problem then reads:
![]() |
1.1 |
where τ=T/J>0 is the time step. Here, the error level ε=0 is allowed if there exist minimizers of
. However, in many cases, one has to take ε>0, since no minimizer exists because of the formation of microstructures. Instead, for every ε>0, there exists a solution
.
Using a fixed initial condition q0, the static theory can be employed to study the microstructure that arises in
for ε→0 (e.g. [10]). However, if one wants to study the microstructure in
, there will be a strong dependence on the microstructure of
, and similarly
strongly depends on
. This problem gets even more involved if we define the piecewise-constant interpolants
via
Then, the major mathematical task in evolutionary relaxation is to establish the convergence of a suitable subsequence for τn, εn→0 to a limit
and to determine an evolution equation for all such limits.
For nonlinear material models without an internal length scale, this programme is largely open. There are particular results for brittle fracture (e.g. [11,12]), in damage modelling [13] and for a very particular plasticity model [14]. This work is a continuation of the two-phase model introduced in [7,8], where (i) we generalize the existence result for the separately relaxed problem postulated there, (ii) we provide a numerical convergence result for space–time discretizations and (iii) finally, we show that the above-mentioned evolutionary relaxation holds true, i.e. that all accumulation points of approximations qτ,ε are indeed solutions of the separately relaxed model.
All these works lead to so-called energetic solutions (also called quasi-static evolutions in [6,15,12]) for ERIS (see definition 2.1). This notion of solutions is formulated in terms of a global stability condition (S) and an energy balance (E). The former simply means that the solution
satisfies
where the (approximate) stability sets
for an ERIS
are defined via
A crucial step in the existence and Γ-convergence theory for ERIS (see §3b) is the so-called closedness of the stability sets, in the following sense:
![]() |
where
refers to the limit system
. We say that the latter is the separately relaxed ERIS for the family
if
and
in a suitable topology on
. Yet, in general, one cannot conclude that accumulation points q of energetic solutions
for
are energetic solutions for the limit system
.
In this work, we want to highlight that the method of mutual recovery sequences (MRS) (originally called ‘joint recovery sequences’ in [16]) is an ideal tool for existence and convergence theory for ERIS. This is a general abstract version of the jump-transfer or crack-transfer lemmas used in [11,12,17]. It can be seen as an evolutionary counterpart to the classical limsup condition, or condition on the existence of recovery sequences, for static Γ-convergence. However, here the condition is for a sequence of ERIS
, its supposed limiting system
, a sequence of states
and an arbitrary test state
. Throughout this work, we assume that
is a weakly or strongly closed subset of a reflexive Banach space Q and use → and
to denote strong and weak convergence, respectively.
Definition 1.1 (Mutual recovery sequences (MRS)) —
Given the ERIS
for
, a sequence
with tk→t* and
in
, and
, a sequence
is called an MRS if
and
The importance here is that we have to recover mutual information on the energy increment
and the dissipation
with the help of one sequence
. This is clearly distinct from separate relaxation, where there is no interaction between the two quantities. In particular, this relates to the obvious fact that, for an evolutionary theory, we need a recovery condition that couples properties of the energy storage and the dissipation. Another instance of an explicit coupling occurs in EDP-convergence (EDP = energy-dissipation principle) for generalized gradient systems
defined in [18].
To highlight the major advantages of MRS, it is sufficient to look at the case
and
for
, since, even for showing the existence of energetic solutions for one ERIS, the concept of MRS is relevant and non-trivial. The simplest case occurs if
is weakly continuous and
is weakly lower semi-continuous; then we can always choose the constant MRS
, since
and
. There is a huge literature for non-local material models, where the energy is regularized by gradient terms or some non-local terms, while the dissipation remains local like
[19–24]. Indeed, if Q=U×Ws,q(Ω) for some s>0 and q>1, then weak continuity of
holds for Caratheodory functions D (because D has at most linear growth by the triangle inequality). However, in this case, the theory of MRS is not really needed.
To see the cancellation effect in the definition of the MRS, we consider a Hilbert space
, a quadratic energy
and a translation-invariant dissipation distance
, which includes the case of classical linearized elasticity. Here, the MRS can be chosen as
Moreover, using the quadratic structure of
we find
![]() |
1.2 |
Note that
and
are false in general. Thus, the appropriate choice of
leads to a cancellation, and we conclude that
is indeed an MRS.
The full strength of the tool of MRS is seen in material modelling without internal length scale. There we are able to adjust the microstructure in
suitably to recover the dissipation as well as the energy increment. Indeed, often (including this work) it is possible to find
such that
| 1.3a |
and
| 1.3b |
After we recall some of the modelling for N-phase materials in §2, we concentrate on the special two-phase model of Mielke et al. [8], which relies on the relaxed two-well energy derived in [25]. Here, θ:Ω→[0,1] denotes the mesoscopic volume fraction of phase 2, and
is the displacement. Thus the states are
with
The particular case has the special structure that
is quadratic, namely
![]() |
where
is the linearized strain tensor, and
is a symmetric linear operator. The dissipation distance has the form
![]() |
where κ1→2 and κ2→1 are positive material constants.
Because of the constraint θ∈[0,1], the quadratic trick in (1.2) cannot be used to construct an MRS. However, it is shown in proposition 3.3 that
| 1.4 |
for a suitable
depending nonlinearly on θ* and
defines an MRS satisfying (1.3). Indeed, the choice of g gives
, and (1.3a) follows by the affine structure in (1.4).
To control the energy difference, we exploit the quadratic structure of the energy and the property that the material model is scale-invariant. As a consequence, the reduced energy
is defined by a symmetric bounded linear operator
that is a pseudo-differential operator with non-negative symbol Λ satisfying Λ(rξ)=Λ(ξ) for all r>0 and
. Thus, as was already done in [8,26], the H-measure theory can be employed. In particular, if θn generates the H-measure μ, then
generates the H-measure g2μ, and we find
![]() |
Using g2≤1 and μ≥0 gives the desired estimate (1.3b), and
is an MRS. This provides the major step in the existence of energetic solutions for the two-phase model (theorem 3.1).
In §4, we generalize the theory by approximating the spaces U and
by suitable finite-element spaces Uk⊂Uk+1 and
. We provide conditions that all accumulation points of the corresponding approximate minimizers
are indeed solutions for the limiting ERIS
. The MRS is obtained by suitably projecting the sequence defined in (1.4).
The final section (§5) solves the question of evolutionary relaxation. We start from the microscopic pure-phase model where θ is restricted to be either 0 or 1, i.e.
In terms of the above theory, we set
on
and
otherwise. In [26], it was shown that the ‘separately relaxed’ ERIS
is a lower relaxation of
in the sense of Mielke [27]. This means that each energetic solution of
can be approximated by solutions of the approximate incremental minimization problem (1.1), but now using the state space
.
Our theorem 5.1 shows that all accumulation points q of approximate solutions qτ,ε are indeed energetic solutions for the ERIS
. Thus, we conclude that the lower relaxation is also an upper relaxation in the sense of Mielke [27]. This reveals that the two-phase model under consideration is very special. In general, one should not expect that the separate relaxation is also an upper or a lower relaxation. This can only happen if the macroscopic information kept in the relaxation (here the phase fraction θ) is enough to characterize all relevant macroscopic quantities. In [8,26], it was shown that simple laminates are sufficient to study the separate and the lower relaxation. Interestingly, our method solves the question of upper relaxation even in cases where there are microstructures that are not laminates.
The difficulty in the construction of MRS lies in the fact that
, while the weak limit
in general. Similarly, for general test functions
, we have to find
with
. This will be done by constructing hierarchical microstructures based on θn and much finer laminates with normal direction ω* such that Λ(ω*)=0 (see proposition 5.2).
2. Pure and relaxed N-phase models
We start with general N-phase models and then restrict to the two-phase model as discussed in [8], where also a detailed physical motivation in terms of separate relaxation is given. We also refer to [28,26].
(a). A microscopic model with pure phases
We consider a bounded Lipschitz domain
, where ΓDir⊂∂Ω with
is the part of the boundary on which displacement (Dirichlet) boundary conditions are applied. The displacement
will be of the form gDir(t)+u(t), where u lies in the fixed space
In the case of N pure phases, we consider N different stored-energy densities
where
denotes the linearized elastic strain,
is the elastic tensor of the ith phase, Ai is the transformation strain and βi is the height of the ith well. All these quantities may depend on temperature, but we consider an isothermal setting.
For later purposes, we associate the ith phase with the ith unit vector
and call the functions
a phase-indicator field, where
For characterizing a simple evolutionary model, we add a dissipation distance
, where κi→j:=dN(ei,ej) denotes the energy per unit volume that is dissipated when a phase transformation from i to j takes place. The induced dissipation distance
on
is defined via
![]() |
The associated ERIS
for the pure N-phase model is given via the state space
, the dissipation distance
from above, and the energy-storage functional
![]() |
where
for i=1,…,N, and ℓ:[0,T]→U* includes possible time-dependent volume or surface loadings. In particular, we assume
![]() |
2.1 |
(b). Incremental minimization and energetic solutions
Following the seminal work [2,3], it was suggested in [7,8] to consider incremental minimization problems for ERIS
for a given time discretization which we take equidistant for simplicity, i.e. τ=T/J with
. For an initial state
, we consider approximate minimizers
satisfying the following:
![]() |
2.2 |
For positive ε such approximate minimizers always exist, and we can define piecewise-constant interpolants
via
| 2.3 |
For ε=0, one asks for existence of true minimizers, which in the present, non-relaxed case is not to be expected in general.
The major task is now the characterization of all possible limits, i.e. accumulation points, of qτ,ε for (τ,ε)→(0,0) and to derive a suitable evolutionary model (e.g. in the sense of Mielke [27]) having these limits as solutions. In general, this task is still much too difficult; however, we will see in §5 that it is solvable for the two-phase model (i.e. N=2) with
.
The main achievement in [7,8] was the observation of the general fact that all possible limits of the above approximate incremental minimization problem lead to so-called energetic solutions for rate-independent systems.
Definition 2.1 (Energetic solutions) —
A function
is called an energetic solution of the ERIS
if
lies in L1([0,T]) and if for all t∈[0,T] the stability (S) and the energy balance (E) hold:
2.4 where the dissipation
is defined as the supremum over all partitions 0≤t0<t1<⋯<tN−1<tN≤t and all
of the sums
.
We will see in §3b how under natural conditions the stability and energy balance arise naturally from the incremental minimization problem. However, in the present pure-phase model, this does not work, since we have to pass to limits in qτn,εn(t) without any compactness. Thus, we have to work on the weak completion of
. This leads to so-called relaxed models.
(c). A separately relaxed N-phase model
Instead of treating the microscopic phase indicators z with z(x)∈PN, we may consider a mixture theory on the mesoscopic level, where z takes values in the Gibbs simplex
![]() |
Here, zi(x)∈[0,1] denotes the volume fractions of the ith phase at a mesoscopic material point x∈Ω. With this, we introduce the relaxed state space
Extending
to
by
outside of
, we can define the lower semi-continuous envelope
, which is called the (static) relaxation of
. It has the form
![]() |
where the relaxed stored-energy density is given in terms of the cross-quasi-convexification [8], eqn (4.5)
![]() |
Similarly, by an optimal transport problem based on the weight
, one can define a dissipation distance
which takes the form
for a one-homogeneous function
(i.e. ΨN(γv)=γΨN(v) for all γ≥0 and
) [8], §4.3. This leads to the relaxed dissipation distance
defined via
![]() |
and the so-called separately relaxed ERIS
.
So far, the existence of energetic solutions for such relaxed systems is still open. However, we gained already that the incremental problem (2.2) has solutions for ε=0. Indeed, since
is convex and continuous, it is weakly lower semi-continuous. Moreover,
is weakly lower semi-continuous, because of its construction as a cross-quasi-convexification (cf. [30]). We refer to [31–33] for such static relaxations in the context of material modelling.
However, for passing to the limit of time steps τ→0, it remains open how to show the closedness of the stability sets in the weak topology. Nevertheless, there is some hope that energetic solutions for
exist. Unfortunately, we are only able to show that this is true for the case N=2 if
(theorem 3.1). We emphasize that showing the existence of an energetic solution for the ERIS
is a first step only.
The more important step is to show that accumulation points of approximate solutions
of the microscopic pure-state system are indeed solutions of the mesoscopic relaxed model
. We expect that this is typically not the case. The point is that the relaxed model only takes into account the mesoscopic volume fractions zi(t,x)∈[0,1] of the phases i=1,…,N. However, in general situations, it is necessary to take into account the type of the microstructures. For instance, a rotating laminate may have constant volume fraction, but must dissipate microscopically; see the discussions in [13,15,24,34]. It is surprising that we are able to prove the evolutionary relaxation property in the two-phase case with
(see §5). The main idea here follows an observation in [26], where it is shown that looking at suitable laminates with a fixed normal is sufficient, even though other microstructures may occur.
3. Existence for the relaxed two-phase model
In this section, we provide the first existence result for the two-phase problem. Moreover, we introduce the general theory of [35,36] for establishing convergence of approximations obtained from incremental minimization procedures. The major step is the proof of the weak closedness of the stability sets, which will be treated afterwards. For this, we employ H-measures, which are well adapted for the treatment of the quadratic energies occurring in the two-phase problem.
(a). Set-up and existence result
For the rest of this work, we restrict to the case of N=2 phases and use the scalar θ∈[0,1] as the volume fraction of phase i=2, i.e.
Moreover, we assume
, where
is the symmetric and positive definite elasticity tensor. We also write
![]() |
equipped with the weak topology. The relaxed energy is defined on
and reads
![]() |
3.1 |
Here,
, and Ai is the transformation strain of the ith phase. According to [8,9,29], the constant γ is determined by Kohn's relaxation result [25] for the elastic double-well problem, that is
![]() |
3.2 |
where A:=A2−A1, and the acoustic tensor
is defined via
Using the two positive thresholds κ1→2 and κ2→1, the dissipation distance
reads
![]() |
3.3 |
Thus, the ERIS
is specified, and we can define the stability sets
Note that the relaxed energy
and dissipation
defined above correspond to
and
for N=2 from §2c.
Theorem 3.1 (Energetic solutions) —
Under the above assumptions the two-phase model
has an energetic solution for all initial conditions
. Moreover, every accumulation point
of the approximations
for (τ,ε)→(0,0) obtained from the approximate incremental minimization problem (2.2) is an energetic solution.
We mention that the theory in [37] also shows that all energetic solutions are accumulation points of approximations obtained via a slight variant of (2.2); see also [38], §4.2.
(b). General strategy for the convergence proof
Here, we give the general strategy of constructing energetic solutions that was developed in [8,11]. We follow the six steps as introduced in [39] and [36], §2.1.6; but in the present model many features are much simpler, since we can use the quadratic structure of the energy and the weak sequential compactness of the space
. Step 3 will rely on the existence of MRS, which is established in §3d.
Step 0: Construction of approximate solutions. For every time step τ=T/J and any ε≥0 and the given initial value q0=q(0), the approximate incremental problem (2.2) has solutions
, j=1,…,J. For ε>0, this is indeed trivial; while for ε=0, we can use the weak lower semi-continuity of
. Thus, the piecewise-constant interpolants
are well defined.
Step 1: A priori estimates. Since
lies in a bounded ball of radius R=|Ω|1/2 in Z:=L2(Ω), we always have
Owing to
for j=0,…,J, the quadratic structure of
together with Korn's inequality show that there is a constant C1>0 such that
Finally, we may insert
into (2.2) and sum over j=1,…,J to find
![]() |
3.4 |
independently of ε∈[0,1] and τ=T/J. This estimate does not give any information on uτ;ε, but with
, we find
![]() |
Step 2: Selection of convergent subsequences. Because of the uniform total variation bound for θτ,ε, we can apply the abstract version of Helly's selection principle. Hence, for every sequence
with τk,εk→0 for
, there exists a subsequence (τkn,εkn) with
and a function
such that
| 3.5 |
Define the function u:[0,T]→U to be the unique minimizer of
; then it is easy to show that
for all t. Thus, we conclude the convergence along the whole subsequence, namely
Step 3: Stability of the limit. The most difficult step in the proof is to show that the accumulation point
is stable in the sense of (S) in definition 2.1, i.e.
. For this we first show that
is approximately stable for time t=jτ, which follows by the triangle inequality for
as follows. Indeed for all
, we have
![]() |
3.6 |
which also will be abbreviated by
.
In order to establish the stability
, we want to pass to the limit along the sequence (τkn,εkn)→(0,0) by choosing suitable test functions
in the above estimate. The crucial point is to find an MRS
such that
and
This step will be discussed explicitly in the three results of the sections ‘Mutual recovery sequences I to III’. Using
such that
and inserting the MRS into (3.6) yields
![]() |
where we used
and (2.1). This is the desired stability
.
Step 4: Upper energy estimate. We return to the dissipation estimate (3.4) in Step 1, which can be written as
![]() |
Since
is affine in q, it is weakly continuous, and using
implies the convergence of the last term. Together with the lower semi-continuities
and (3.5) we find
![]() |
which is the desired upper energy estimate.
Step 5: The lower energy estimate
![]() |
holds for all 0≤s<t≤T generally for all measurable functions
that are stable for all r∈[s,t], which was established in Step 3 (see [8], Thm. 2.5 or [35], Prop. 3.11). Combining this with Step 4 provides the energy balance (E) in definition 2.1 for energetic solutions, and the proof of theorem 3.1 is finished, except for the construction of the MRS.
The remaining part in the above proof is the difficult Step 3, where the stability of the accumulation point
is established. In [8], §5, this step was done under the restrictive assumption of convexity of
. Here, we show that the proof via the construction of MRS is more flexible. Of course, we still need a fine tool from weak convergence theory, namely H-measure or microlocal defect measures; see [40–42] for the more general microlocal compactness forms.
(c). Pseudo-differential operators and H-measures
To understand the set of stable states a little better, we can use the facts that
is quadratic, that
is uniformly convex (by Korn's inequality and
), and that
depends on θ only. Thus,
where the minimizer uelast(t) of
satisfies uelast(⋅)∈gDir+C1([0,T];U). The linear operator satisfies
. Defining
we arrive at the quadratic functional
where β∈C1([0,T];L2(Ω)) and α∈C1([0,T]). While the energetic shift α is irrelevant, the function β can be seen as a time-dependent driving force that depends linearly on gDir(t) and ℓ(t) via uelast(t).
The important feature here is that the quadratic functional
is given in terms of the linear operator
, which is a symmetric pseudo-differential operator of order 0, which means that
where
denotes the extension by 0 outside of Ω, and
is a compact operator in L2(Ω). The more important first part consists of the Fourier transform
and the Fourier multiplier Λ, which is also called a symbol. The order 0 of the pseudo-differential operator
relates to the homogeneity of Λ, namely Λ(rξ)=r0Λ(ξ) for r>0 and ξ≠0. For our two-phase problem, Λ takes the specific form
see [8] and (3.2) for the definition of γ and Σ. Thus, the continuous spectrum of
equals {Λ(ω)|
, lies in
and contains 0, because of the definition of γ. In particular, a possible negative part of
must be compact, and
is indeed lower semi-continuous.
For pseudo-differential operators, we can use H-measures (cf. [40,41]) to calculate the limits of quadratic functionals under weak convergence in L2(Ω). To formulate our results shortly, we simply write
, if
and the sequence θn−θ* generates the H-measure μ. The latter means that for all ϕ∈Cc(Ω) and
we have
![]() |
The following results will be central for our construction of MRS.
Proposition 3.2 (H-measures) —
For p>4 assume that
in Lp(Ω) and bn→b* and wm→0 in Lp(Ω). Then, we have
3.7a and
3.7b
Proof. —
Relation (3.7a) is a well-known standard result [40], Cor. 1.2 and 1.12.
The same reference contains result (3.7b) under the stronger assumption bn=b* and
. Using the a priori bounds
, we can extend the result since
, and there exists a subsequence
such that
for
. We want to show that
.
We approximate b∈Lp(Ω) by
with Bδ→b* in Lp(Ω) and write bnvn=zn+yn with zn=Bδvn and yn=(bn−Bδ)vn. The vector-valued H-measure for the vector (zn,yn)⊤ has components
with
, where we exploit Bδ∈Cc(Ω). Using bnvn=zn+yn, we have
. Moreover, for the total variations of the measures μij, we have
Using
, we obtain the estimate
Thus, we conclude that
as desired, and
even without taking a subsequence. ▪
More results on H-measures involving fine laminates are given in proposition 5.2, which is proved in §5c.
(d). Mutual recovery sequences I
Fix t∈[0,T] and consider a stable sequence
, i.e.
with
. To show the stability
, we have to find an MRS
for every test function
. This will be done with the help of the function
![]() |
3.8 |
Proposition 3.3 (Mutual recovery sequence I) —
Assume that
and
and that
is arbitrary. Then, the sequence
with
is a recovery sequence satisfying
3.9
Proof. —
We first discuss the dissipation, which only depends on θ. The construction of g via F is such that
This follows immediately from the explicit representations
Thus, we can calculate the dissipation by using the domains
, namely
Note that the weak convergence
and the linearity of the integrals over Ω± allow us to pass to the limit
. Thus, the first relation in (3.9) is established.
To establish the second relation, we use that for
we have
, which is equivalent to
. Thus, it suffices to show
where
can be arbitrary.
We now use that
in Lp(Ω) for all p>1. By the construction of
, we also have
in Lp(Ω) for all p>1. Choosing a subsequence (not relabelled), we can assume that θn and
generate H-measures μ and
, respectively. Applying proposition 3.2 on H-measures with
we obtain
from (3.7b) and arrive via (3.7a) at
due to Λ≥0 and g(x)∈[0,1]. Because this holds along any subsequence, the second relation in (3.9) is established. ▪
4. Numerical approximation
We now exploit the flexibility and robustness of the method of MRS, which allow us to go much further than the theory in [8]. Indeed, we can numerically approximate the problem, e.g. by standard finite-element methods as used in [28].
For this we consider finite-dimensional subspaces Uk and Zk of
and Z = L2(Ω) that are asymptotically dense, i.e.
![]() |
4.1 |
Moreover, assume that the discretization of
is compatible with the constraint θ(x)∈[0,1]. We set
and assume
and that
is dense in
.
(a). An abstract convergence result
Based on the above general assumptions, we add two major conditions. For each k, we need a (maybe nonlinear) mapping
such that the following holds:
![]() |
4.2 |
To formulate the conditions between the compatibility of the discretization of u through the spaces Uk and the discretization of θ via
, we again use the quadratic structure of
. For
, we define the reduced functionals
By (4.1), we have
and
for fixed (t,θ). The second major condition is that the convergence is uniform with respect to (t,θ), namely
| 4.3 |
To formulate the existence and convergence result, we again use that we are able to restrict to the variable θ. We consider the sequence of ERIS
given by
![]() |
and
. We use the discretized stability sets
The numerical incremental minimization problem for τ=T/J with
reads
As in (2.3) we define the piecewise-constant interpolants
.
Theorem 4.1 (Convergence of numerical approximation) —
Let conditions (4.1), (4.2) and (4.3) hold. Moreover, consider stable initial conditions
such that
Then all accumulation points
for
and τ→0 (in the sense of (3.5)) of the numerical approximations
are energetic solutions of
.
The proof is identical to the one in §3b, where now the crucial construction of MRS for the numerical approximation is given in §4b. We refer to §4c for possible ways to fulfil the assumptions (4.2) and (4.3) by concrete numerical discretizations.
(b). Mutual recovery sequences II
The construction follows closely the one for the existence result. However, we have to take care that the MRS lies in the discrete finite-dimensional space
.
Proposition 4.2 (MRS for the discretized system) —
Let the conditions (4.1), (4.2) and (4.3) be satisfied. Then, for any sequence (θk) with
, tk→t* and
and any
, the sequence
is an MRS satisfying
In particular, we conclude that
.
Proof. —
We first observe that
and
, which follows from the definition of g via the specific form of F. Setting
, we have
where the first term converges to 0 as in the proof of proposition 3.3. Since
, the second term is bounded by Cαk(g,h), which converges to 0 by condition (4.2).
For the energy difference, we use
and σk as in (4.3) to obtain
By taking a subsequence, we may assume that the limsup is achieved,
, and
. Using (3.7b) yields
, since
with
and ∥wn∥L2≤αk(g,h)→0 by condition (4.2). Thus, using σk→0 (i.e. condition (4.3)) and tk→t*, we conclude via (3.7a), namely
since Λ≥0 and 0≤g≤1. This proves the proposition. ▪
(c). Conditions for numerical approximations
We now show that the two major conditions (4.2) and (4.3) can be easily satisfied by suitable discretizations. For this, we assume that for each
, there is a triangulation
of Ω, such that Ω decomposes into d-dimensional tetrahedra T (convex hull of d+1 points) plus some intersections of tetrahedra with Ω along the boundary. By
we denote the fineness of the triangulation
. For any
, we denote by Zk the space of functions
that are constant on each of the subsets
. To satisfy the condition Zk⊂Zk+1, we need to choose a nested triangulation where new tetrahedra are constructed by inserting a point in the interior of T and generating smaller tetrahedra by connecting this point with all the faces of T.
We denote by
the L2 orthogonal projection from Z to Zk which reads
![]() |
Given the above construction, the following three conditions are equivalent:
(i)
;(ii)
;(iii)
.
Lemma 4.3 —
The operator
constructed above satisfies (4.2).
Proof. —
We consider arbitrary
with
. For
, we use
where we used that θk is constant on each tetrahedron. Using 0≤θk≤1 yields
Thus, we conclude that
and (iii) from above implies the desired result (4.2). ▪
We show that the second condition (4.3) can always be satisfied by choosing a suitably fine discretization for the displacements u∈U. Considering the same family
of nested triangulations as above, we set
![]() |
Here, the crucial point is that mk has to be chosen sufficiently large, i.e. the fineness
of the finite-element space Uk for the displacements is much higher than that for the phase indicator
. In particular, this implies that the dimension of Uk may be much higher than that of Zk. It is well known (cf. e.g. [43]) that
is dense in
if and only if
.
Lemma 4.4 —
Under the above assumptions, there exists a sequence mk such that condition (4.3) holds for Zk and Uk given above.
Proof. —
For each
, we set
such that σk in (4.3) has the form
where it is essential that ς has the larger index mk while
.
If Nk is the number of tetrahedra in
, then
is the convex hull of the Jk:=2Nk extremal points
in
which are given by functions taking the values 0 or 1 on each tetrahedron. Because every
has the convex representation
with λj≥0 and
, we can use the convexity of
(which follows from Uk⊂U) to obtain
Since m↦ςm(θ) decays monotonically to 0 for each k, there is a minimal M(θ,k) such that ςm(θ)≤1/k for m≥M(θ,k). We now set
then ςm(θ)≤1/k for all
and all m≥mk. Thus, we conclude that σk≤1/k, which implies the desired condition (4.3). ▪
While the above construction shows that it is in principle possible to find converging discretizations, the method is not satisfactory. It would be desirable to show that the discrete spaces Uk can be formulated on the same triangulation
instead of the much finer triangulation
. It is not clear that this can be achieved with some kind of conforming discretization (i.e. Uk⊂U) as used in [28]. However, it might be easier to construct a non-conforming scheme like discontinuous Galerkin schemes to satisfy condition (4.3). Moreover, the latter condition turned out to be sufficient for our convergence result in theorem 4.1, but there might be substantially weaker abstract conditions that would allow for a larger class of discretization schemes.
5. Evolutionary relaxation
The original microscopic problem was described by pure phases with z(t,x)∈{e1,e2}, i.e. the phase indicator θ should only take the values θ=0 for phase 1 or θ=1 for phase 2. Thus, we define the pure, or unrelaxed, state space
Obviously,
is a subset of
, but it is not weakly closed. In fact,
is the convex hull of
, while
contains all extremal points of
.
We may consider the full ERIS
or the equivalent reduced ERIS
, but it is not clear whether this system has any energetic solutions for general loadings via gDir and ℓ. However, following the ideas in [8,16,27] (see also [15] for a similar relaxation of a RIS related to fracture), one can define upper and lower incremental relaxations [27], def. 4.1. Indeed, for a special case of our two-phase problem, the lower relaxation was established in [26].
(a). The relaxation result
Here, we want to address the time-continuous relaxation as introduced in [16], §4. For this, we consider approximate incremental minimization problems for
defined via (2.2) with a fixed initial state
. Now for every εn>0, we choose an approximate solution
for the time-discretized problem. As before we denote by
the piecewise-constant interpolants.
Since θτ,ε satisfies an a priori dissipation bound
independently of τ=T/N and ε∈]0,1], we can extract subsequences (τk,εk)→(0,0) such that
| 5.1 |
In the spirit of [27,16], we call
an (upper) time-continuous relaxation of
if all accumulation points θ obtained via (5.1) are energetic solutions for the ERIS
.
The following result, which should be seen as a specific non-trivial instance of the general theory in [16], §4, provides the mathematically rigorous relaxation result that all accumulation points of the pure-phase approximation solutions are indeed solutions of the relaxed model. In particular, it justifies the model derived in [8] via separate relaxation as a true upper relaxation of the evolutionary problem. The property of lower relaxation was already established in [26].
Theorem 5.1 (Evolutionary relaxation) —
Consider the functions
with ε>0 and τ = T/J with
obtained via the approximate incremental minimization problem (2.2). Furthermore, assume that
is stable in
, i.e.
for all
. Then, every accumulation point
satisfying (5.1) is an energetic solution of the ERIS
as discussed in §3.
As before, the only non-trivial part of the proof is Step 3, where we have to establish the stability of the accumulation points
, i.e.
. As before, we will deduce this from the stability of the approximations θτ,ε. However, the non-relaxed (approximate) stability sets are defined via
where the test functions
are in the much smaller set
of pure phases only. Thus, the desired closedness condition, which reads
| 5.2 |
is more difficult, because we not only have to pass to the limit, but also have to enlarge the space of test functions from
to
.
Hence, for a construction of MRS, we must approximate functions
by suitable functions
. In particular, for values
, we need to introduce new oscillations between the values 0 and 1, which implies that the oscillations captured in the H-measure
generated by
cannot always be bounded by the H-measure μ which is generated by θk. However, we may introduce the necessary oscillations in such a way that they do not increase the energy
too much. For this, we essentially use that by the very definition of
as the relaxation of
there is at least one direction
such that Λ(ω*)=0, i.e. laminates with normal ω* do only contribute to the energy as much as their weak limit. This is also the essential point in the lower relaxation result established in [26].
(b). Mutual recovery sequences III
We use the following construction for MRS. For
,
, and αk as in (5.2) and arbitrary test functions
, we have to find an MRS
with
. We employ the function
with
![]() |
which satisfies
. For an arbitrary function
and
, we define the piecewise-constant approximations
![]() |
i.e.
is a semi-open cube of side length 1/m containing x. As in [26], Thm. 3.5, we set
which is locally near x∈Ω a laminate with normal ω* and volume fraction ηk(x)≈η(x). Clearly,
and
with
(e.g. [42], Lem. 12).
The following theorem 5.3 gives a construction for MRS, which relies on the fact that we can introduce oscillations via
which are much faster than oscillations in θn. The enforcement of a decoupling of spatial scales via kn≫n of the microstructures generated by
and θn, respectively, allows us to calculate the generated H-measure of the maximum function
explicitly. The proof of this result will be postponed to §5c, and figure 1 gives a sketch of the construction, where very fine laminates generated by
are combined with the microstructure of θn.
Figure 1.

Themicrostructure of θn (green circles) is combined with the much finer laminates (violet stripes) generated by
for k≫n. The function
equals 0 in white regions and equals 1 in all coloured regions. (Online version in colour.)
Proposition 5.2 —
Assume
, the convergence
and
. Then, there exists a sequence
such that for all sequences
with
for all n, the functions
satisfy
5.3
We expect that the microlocal compactness forms developed in [42] are the optimal tools to give a clearer proof of the following result and to provide a stronger characterization of the possible limiting objects. Fortunately, for our two-phase problem, the H-measure is already sufficient.
The above construction allows us to define a suitable MRS
for a test function
. As before, we will be able to guarantee the sign condition
| 5.4 |
Thus for α∈{+,0,−}, we define the indicator functions
for the domains
Now we are ready to choose the sequence
![]() |
5.5 |
and formulate the final result on the MRS for the relaxation problem.
Theorem 5.3 (MRS for evolutionary relaxation) —
Let
,
, and αk be given as in (5.2) and
. Then, there exist
such that the sequence
defined in (5.5) with
is an MRS satisfying the relations
5.6 Moreover, if
, then
5.7
Proof. —
Step 1: For the weak convergence, we first use proposition 5.2 to see that
. Similarly,
; see Step 1 in the proof of proposition 5.2. Since obviously
, we conclude that
as desired, if kn is sufficiently large.
Step 2: The convergence of the dissipation distances
is an easy consequence of Step 1, if we observe the obviously true sign condition (5.4).
Step 3: Next, we derive the H-measure relation (5.7) for which we assume
. By decomposing into
, we can treat the three parts separately, since
. Clearly, we obtain
, i.e.
, which means
and
.
For the part
, we can directly apply proposition 5.2 with η=η+, which provides
and
as given in (5.7). The result on Ω− follows similarly, e.g. by substituting θ by 1−θ. Hence, (5.7) is established.
Step 4: To show the limsup estimate in (5.6), we first choose a subsequence realizing the limsup. Choosing a further subsequence (not relabelled), we may assume
. Thus, owing to proposition 3.2 and (5.7) we find
where we used
because of Λ(±ω*)=0, Λ≥0, and 0≤b≤1 in (5.7). ▪
(c). Proof of proposition 5.2
We consider a sequence
with
. For a given
, we have to construct a sequence
such that for all
the functions
satisfies
| 5.8 |
Proof of proposition 5.2 —
Step 1: As in [26], we use that for a,b∈{0,1} we have the simple relation
. Hence, using
, we have
We first consider the weak limit, where fixing n and considering
we find
due to
. Since the weak L2-convergence in
is metrizable by some metric dw, we can choose
such that
for all
. Now,
implies
and
whenever
, i.e. we have
as desired.
Step 2: For the H-measure, we use proposition 3.2 to conclude that the term (1−η)θn generates the H-measure
, while the third term η is constant and hence does not contribute to
.
Step 3: We next show that the first term
generates the measure
if kn grows sufficiently fast. The Fourier transform
(where the extension
by 0 on
is suppressed) satisfies the convolution formula
We choose a radius Rn such
Since
, the Fourier transform converges to 0 in the balls
for
and n fixed. Moreover, the fast oscillations in x↦H(ηk(x),k2ω*⋅x)−η(x) lead to a spreading of the Fourier transform in the directions ξ≈±λω* with λ≥2k2π. Indeed, recalling |ω*|=1 and setting
we find the relation
Choosing
such that ρ(k)≤1/n for all
, we see that the convolution fn*gn has most of its mass inside the set
, i.e.
Since the radial projection of
on
converges to {ω*,−ω*}, the H-measure generated by
is
, where α is the weak limit of
. As in Step 1, we obtain α=(1−θ*)2η(1−η), where we may increase
if necessary.
Step 4: We still have to show that the sum
generates the H-measure
. For this, it suffices to show that
and
have their masses well separated. By Step 3, we know that the essential part of the mass of
is contained in Ξkn+{ξ||ξ|≤Rn}, while the essential part of the mass of
is concentrated in
. Increasing
if necessary, for every test function φ∈Cc(Ω), we find
. Thus, we conclude that
Thus, proposition 5.2 is proved. ▪
Acknowledgements
The research of S.H. was supported by the Deutsche Forschungsgemeinschaft (DFG) through the Research Unit 797 MicroPlast (Mie 452/5-2). The research of A.M. was partially supported by the European Research Council (ERC) via AdG267802 AnaMultiScale. The authors are grateful to Carsten Carstensen, Dorothee Knees, Alexander Linke, Stefan Neukamm, Filip Rindler and Tomáš Roubíček for stimulating and helpful discussions. Some of the ideas in §5 originated from inspiring discussions with Gilles Francfort and Adriana Garroni in spring 2007.
Authors' contributions
S.H. developed the main idea of the construction of the mutual recovery sequence and wrote §§2 and 3 as well as a first draft of §4. A.M. refined and simplified §4, developed the proof for the evolutionary relaxation in §5, and finalized the full manuscript. Both authors gave final approval for publication.
Competing interests
We declare we have no competing interests.
Funding
Research partially supported by DFG via FOR 797 MicroPlast under Mie 459/5-2 and by ERC via AdG267802 AnaMultiScale.
References
- 1.Ball JM, James RD. 1987. Fine phase mixtures as minimizers of energy. Arch. Ration. Mech. Anal. 100, 13–52. ( 10.1007/BF00281246) [DOI] [Google Scholar]
- 2.Ortiz M, Repetto E. 1999. Nonconvex energy minimization and dislocation structures in ductile single crystals. J. Mech. Phys. Solids 47, 397–462. ( 10.1016/S0022-5096(97)00096-3) [DOI] [Google Scholar]
- 3.Ortiz M, Repetto E, Stainier L. 2000. A theory of subgrain dislocation structures. J. Mech. Phys. Solids 48, 2077–2114. ( 10.1016/S0022-5096(99)00104-0) [DOI] [Google Scholar]
- 4.Carstensen C, Hackl K, Mielke A. 2002. Non-convex potentials and microstructures in finite-strain plasticity. Proc. R. Soc. Lond. A 458, 299–317. ( 10.1098/rspa.2001.0864) [DOI] [Google Scholar]
- 5.Francfort G, Marigo J-J. 1998. Revisiting brittle fracture as an energy minimization problem. J. Mech. Phys. Solids 46, 1319–1342. ( 10.1016/S0022-5096(98)00034-9) [DOI] [Google Scholar]
- 6.Dal Maso G, Toader R. 2002. A model for quasi-static growth of brittle fractures: existence and approximation results. Arch. Ration. Mech. Anal. 162, 101–135. ( 10.1007/s002050100187) [DOI] [Google Scholar]
- 7.Mielke A, Theil F. 1999. A mathematical model for rate-independent phase transformations with hysteresis. In Proc. Workshop on Models of Continuum Mechanics in Analysis and Engineering, Darmstadt, Germany, September 1998 (eds H-D Alber, R Balean, R Farwig), pp. 117–129. Aachen, Germany: Shaker.
- 8.Mielke A, Theil F, Levitas VI. 2002. A variational formulation of rate-independent phase transformations using an extremum principle. Arch. Ration. Mech. Anal. 162, 137–177. ( 10.1007/s002050200194) [DOI] [Google Scholar]
- 9.Govindjee S, Mielke A, Hall G. 2003. The free energy of mixing for n-variant martensitic phase transformations using quasi-convex analysis. J. Mech. Phys. Solids 51 (4), I–XXVI (corrected reprinting of retracted earlier version). ( 10.1016/S0022-5096(03)00015-2) [DOI] [Google Scholar]
- 10.Conti S, Dolzmann G, Kreisbeck C. 2013. Relaxation of a model in finite plasticity with two slip systems. Math. Models Meth. Appl. Sci. 23, 2111–2128. ( 10.1142/S0218202513500279) [DOI] [Google Scholar]
- 11.Dal Maso G, Francfort G, Toader R. 2005. Quasistatic crack growth in nonlinear elasticity. Arch. Ration. Mech. Anal. 176, 165–225. ( 10.1007/s00205-004-0351-4) [DOI] [Google Scholar]
- 12.Dal Maso G, Lazzaroni G. 2010. Quasistatic crack growth in finite elasticity with non-interpenetration. Ann. Inst. H. Poincaré Anal. Nonlin. Anal. 27, 257–290. ( 10.1016/j.anihpc.2009.09.006) [DOI] [Google Scholar]
- 13.Francfort G, Garroni A. 2006. A variational view of partial brittle damage evolution. Arch. Ration. Mech. Anal. 182, 125–152. ( 10.1007/s00205-006-0426-5) [DOI] [Google Scholar]
- 14.Conti S, Theil F. 2005. Single-slip elastoplastic microstructures. Arch. Ration. Mech. Anal. 178, 125–148. ( 10.1007/s00205-005-0371-8) [DOI] [Google Scholar]
- 15.Garroni A, Larsen CJ. 2009. Threshold-based quasi-static brittle damage evolution. Arch. Ration. Mech. Anal. 194, 585–609. ( 10.1007/s00205-008-0174-9) [DOI] [Google Scholar]
- 16.Mielke A, Roubíček T, Stefanelli U. 2008. Γ-limits and relaxations for rate-independent evolutionary problems. Calc. Var. Part. Differ. Eqns. 31, 387–416. ( 10.1007/s00526-007-0119-4) [DOI] [Google Scholar]
- 17.Francfort GA, Larsen C. 2003. Existence and convergence for quasi-static evolution of brittle fracture. Commun. Pure Appl. Math. 56, 1495–1500. ( 10.1002/cpa.3039) [DOI] [Google Scholar]
- 18.Liero M, Mielke A, Peletier MA, Renger DRM. Submitted On microscopic origins of generalized gradient structures. Discr. Cont. Dyn. Syst. S. WIAS preprint 2148. (http://arxiv.org/abs/1507.06322) [Google Scholar]
- 19.Timofte A. 2009. Homogenization for a nonlinear ferroelectric model. Asymptot. Anal. 61, 177–194. ( 10.3233/ASY-2008-0910) [DOI] [Google Scholar]
- 20.Mielke A, Paoli L, Petrov A. 2009. On the existence and approximation for a 3D model of thermally induced phase transformations in shape-memory alloys. SIAM J. Math. Anal. 41, 1388–1414. ( 10.1137/080726215) [DOI] [Google Scholar]
- 21.Mainik A, Mielke A. 2009. Global existence for rate-independent gradient plasticity at finite strain. J. Nonlin. Sci. 19, 221–248. ( 10.1007/s00332-008-9033-y) [DOI] [Google Scholar]
- 22.Mielke A, Paoli L, Petrov A, Stefanelli U. 2010. Error estimates for space–time discretizations of a rate-independent variational inequality. SIAM J. Numer. Anal. 48, 1625–1646. ( 10.1137/090750238) [DOI] [Google Scholar]
- 23.Hanke H. 2011. Homogenization in gradient plasticity. Math. Models Meth. Appl. Sci. 21, 1651–1684. ( 10.1142/S0218202511005520) [DOI] [Google Scholar]
- 24.Hackl K, Heinz S, Mielke A. 2012. A model for the evolution of laminates in finite-strain elastoplasticity. Z. Angew. Math. Mech. 92, 888–909. ( 10.1002/zamm.201100155) [DOI] [Google Scholar]
- 25.Kohn RV. 1991. The relaxation of a double-well energy. Contin. Mech. Thermodyn. 3, 193–236. ( 10.1007/BF01135336) [DOI] [Google Scholar]
- 26.Theil F. 2002. Relaxation of rate-independent evolution problems. Proc. R. Soc. Edinb. A 132, 463–481. ( 10.1017/S0308210500001736) [DOI] [Google Scholar]
- 27.Mielke A. 2004. Deriving new evolution equations for microstructures via relaxation of variational incremental problems. Comput. Meth. Appl. Mech. Eng. 193, 5095–5127. ( 10.1016/j.cma.2004.07.003) [DOI] [Google Scholar]
- 28.Carstensen C, Plecháč P. 2001. Numerical analysis of a relaxed variational model of hysteresis in two-phase solids. Math. Model. Numer. Anal. 35, 865–878. ( 10.1051/m2an:2001139) [DOI] [Google Scholar]
- 29.Mielke A. 2000. Estimates on the mixture function for multiphase problems in elasticity. In Multifield problems (eds A-M Sändig, W Schiehlen, W Wendland), pp. 96–103. Berlin, Germany: Springer. ( 10.1007/978-3-662-04015-7_11) [DOI]
- 30.Fonseca I, Kinderlehrer D, Pedregal P. 1994. Energy functionals depending on elastic strain and chemical composition. Calc. Var. Part. Differ. Eqns. 2, 283–313. ( 10.1007/BF01235532) [DOI] [Google Scholar]
- 31.Bartels S, Carstensen C, Hackl K, Hoppe U. 2004. Effective relaxation for microstructure simulations: algorithms and applications. Comput. Meth. Appl. Mech. Eng. 193, 5143–5175. ( 10.1016/j.cma.2003.12.065) [DOI] [Google Scholar]
- 32.Govindjee S, Hackl K, Heinen R. 2007. An upper bound to the free energy of mixing by twin-compatible lamination for n-variant martensitic phase transformations. Contin. Mech. Thermodyn. 18, 443–453. ( 10.1007/s00161-006-0038-1) [DOI] [Google Scholar]
- 33.Ball JM, James RD. 2015. Incompatible sets of gradients and metastability. Arch. Ration. Mech. Anal. 218, 1363–1416. ( 10.1007/s00205-015-0883-9) [DOI] [Google Scholar]
- 34.Kochmann DM, Hackl K. 2011. The evolution of laminates in finite crystal plasticity: a variational approach. Contin. Mech. Thermodyn. 23, 63–85. ( 10.1007/s00161-010-0174-5) [DOI] [Google Scholar]
- 35.Mielke A.2011. Differential, energetic, and metric formulations for rate-independent processes. In Nonlinear PDE's and applications: CIME Summer School, Cetraro, Italy, 2008 (eds L Ambrosio, G Savaré), Lecture Notes in Mathematics, vol. 2028, pp. 87–170. Berlin, Germany: Springer. ()
- 36.Mielke A, Roubíček T. 2015. Rate-independent systems: theory and application. Applied Mathematical Sciences, vol. 193 New York, NY: Springer. [Google Scholar]
- 37.Mielke A, Rindler F. 2009. Reverse approximation of energetic solutions to rate-independent processes. Nonlin. Differ. Eqns. Appl. 16, 17–40. ( 10.1007/s00030-008-7065-5) [DOI] [Google Scholar]
- 38.Rindler F. 2009. Approximation of rate-independent optimal control problems. SIAM J. Numer. Anal. 47, 3884–3909. ( 10.1137/080744050) [DOI] [Google Scholar]
- 39.Francfort G, Mielke A. 2006. Existence results for a class of rate-independent material models with nonconvex elastic energies. J. Reine Angew. Math. 595, 55–91. ( 10.1515/CRELLE.2006.044) [DOI] [Google Scholar]
- 40.Tartar L. 1990. H-measures, a new approach for studying homogenisation, oscillations and concentration effects in partial differential equations. Proc. R. Soc. Edinb. A 115, 193–230. ( 10.1017/S0308210500020606) [DOI] [Google Scholar]
- 41.Gérard P. 1991. Microlocal defect measures. Commun. Part. Differ. Eqns. 16, 1761–1794. ( 10.1080/03605309108820822) [DOI] [Google Scholar]
- 42.Rindler F. 2015. Directional oscillations, concentrations, and compensated compactness via microlocal compactness forms. Arch. Ration. Mech. Anal. 215, 1–63. ( 10.1007/s00205-014-0783-4) [DOI] [Google Scholar]
- 43.Brenner SC, Scott LR. 2008. The mathematical theory of finite element methods, 3rd edn Texts in Applied Mathematics, vol. 15 Berlin, Germany: Springer. [Google Scholar]

























































































































































































































