
The six tetrahedra in the Kuhn decomposition of a three-dimensional cube
.Asphalt mixture is composed of asphalt binder with aggregates of different sizes and compacted under static or dynamic forces. In practical engineering, compaction is a critical step in asphalt pavement construction to determine the quality and service life of pavement. Since the dynamic response characteristics of asphalt pavement can reflect the compaction state of asphalt mixture in the process of compaction, the establishment of the relationship between dynamic response characteristics and compaction degree is definitely significant. In this paper, a series of vibration sensors were adopted to capture the dynamic response signal of the vibration drum and asphalt mixture in the process of vibrating compaction for different surface courses of pavement. Then, the change regulations of vibration acceleration of vibrating drum and asphalt mixture were analyzed, and the quantitative linear relationship was established between accelerations of vibrating drum and asphalt pavement compactness. Further, the concept of evaluation unit (i.e., within 2 meters along the driving direction of the roller) and prediction method of compaction degree were proposed as well. The results showed that under the same vibration compaction condition, the compaction degree values of the top, middle and bottom layers have obvious differences, which should be taken seriously into consideration in the compaction process. Meanwhile, there is little difference which respectively are 2.8, 1.3 and 0.82% for the top, middle and bottom layers between the compaction degrees obtained by the proposed method and measured test. Therefore, the average value of the acceleration peak value of vibration drum within the evaluation unit can be adopted as the characterization index of the compaction degree of asphalt pavement. The investigation of this study can provide the technical reference for compaction control of asphalt pavement to a large extent.
Citation: Hongyu Shan, Han-Cheng Dan, Shiping Wang, Zhi Zhang, Renkun Zhang. Investigation on dynamic response and compaction degree characterization of multi-layer asphalt pavement under vibration rolling[J]. Electronic Research Archive, 2023, 31(4): 2230-2251. doi: 10.3934/era.2023114
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Asphalt mixture is composed of asphalt binder with aggregates of different sizes and compacted under static or dynamic forces. In practical engineering, compaction is a critical step in asphalt pavement construction to determine the quality and service life of pavement. Since the dynamic response characteristics of asphalt pavement can reflect the compaction state of asphalt mixture in the process of compaction, the establishment of the relationship between dynamic response characteristics and compaction degree is definitely significant. In this paper, a series of vibration sensors were adopted to capture the dynamic response signal of the vibration drum and asphalt mixture in the process of vibrating compaction for different surface courses of pavement. Then, the change regulations of vibration acceleration of vibrating drum and asphalt mixture were analyzed, and the quantitative linear relationship was established between accelerations of vibrating drum and asphalt pavement compactness. Further, the concept of evaluation unit (i.e., within 2 meters along the driving direction of the roller) and prediction method of compaction degree were proposed as well. The results showed that under the same vibration compaction condition, the compaction degree values of the top, middle and bottom layers have obvious differences, which should be taken seriously into consideration in the compaction process. Meanwhile, there is little difference which respectively are 2.8, 1.3 and 0.82% for the top, middle and bottom layers between the compaction degrees obtained by the proposed method and measured test. Therefore, the average value of the acceleration peak value of vibration drum within the evaluation unit can be adopted as the characterization index of the compaction degree of asphalt pavement. The investigation of this study can provide the technical reference for compaction control of asphalt pavement to a large extent.
In this paper we study an atomistic model for (possibly heterogeneous) nanowires. We consider a scaling of the energy that corresponds to a reduction of the system from
Specifically, in the homogeneous case, we study the asymptotic behaviour of the energy defined by
εε(u):=∑i,j∈ZN|i−j|≤R(|u(εi)−u(εj)|ε−|i−j|)p, | (0.1) |
where
This model was first studied in [14,15] under the assumption that the admissible deformations satisfy the non-interpenetration condition, namely, that the Jacobian determinant of a suitably defined piecewise affine interpolation of
For the scaling of (0.1), we obtain a complete description of the
The
The paper is organised as follows. In Section 1 we introduce the model. In Section 1 we introduce the minimal costs to bridge different equilibria and study their dependence on the thickness of the nanowire. In Sections 3-5, performing a discrete to continuum limit and a dimension reduction simultaneously, we characterise the
Notation. We recall some basic notions of geometric measure theory for which we refer to [3]. Given a bounded open set
For
Finally,
In the paper, the same letter
We study the dimension reduction of a discrete model for heterogeneous nanowires. Let
Lε(k):=εZN∩¯Ωkε, | (1.1) |
where
The bonds between the atoms are defined by means of the so-called Kuhn decomposition, which is relevant for modelling some specific Bravais lattices. (See [2,Remark 2.6] for details on the treatment of some lattices in dimension two and three, such as the hexagonal or equilateral triangular, the face-centred cubic, and the body-centred cubic.) First we define a partition
{{0,ei1,ei1+ei2,…,ei1+ei2+⋯+eiN}:(12⋯Ni1i2⋯iN)∈SN}, |
where
B1:={ξ∈RN:x and x+ξ are contiguous}. | (1.2) |
If both simplices
B2:={ξ∈RN:x and x+ξ are opposite vertices}, | (1.3) |
and remark that, by periodicity,
We assume that
L−ε(k):={x∈Lε(k):x1<0},L+ε(k):={x∈Lε(k):x1≥0}, |
respectively, where
ε1,λε(u,k):=∑x∈L−ε(k)ξ∈B1∪B2x+εξ∈Lε(k)c(ξ)||u(x+εξ)−u(x)|ε−|Hξ||p+∑x∈L+ε(k)ξ∈B1∪B2x+εξ∈Lε(k)c(ξ)||u(x+εξ)−u(x)|ε−λ|Hξ||p, | (1.4) |
where
To simplify the presentation, we restrict our attention to the case of
∑x∈L−ε(k)ξ∈B1∪B2x+εξ∈Lε(k)ϕ1(ξ,|u(x+εξ)−u(x)|e−|Hξ|)+∑x∈L+ε(k)ξ∈B1∪B2x+εξ∈Lε(k)ϕλ(ξ,|u(x+εξ)−u(x)|e−λ|Hξ|), |
where
C1|z|p≤ϕμ(ξ,z)≤C2|z|pfor μ=λ,1, |
for some positive constants
In principle, all the results that we present in the sequel extend to the case when the two components of the nanowire have equilibria of the form
We study the limit behaviour of
The main novelty of the present paper is that we remove the non-interpenetration assumption made in [14,15], allowing for changes of orientations. Furthermore, in the study of the
In the sequel of the paper we will often consider the rescaled domain
Ωk,∞:=R×(−k,k)N−1. |
We define the associated lattice and subsets
L∞(k):=ZN∩¯Ωk,∞,L−∞(k):={x∈L∞(k):x1<0},L+∞(k):={x∈L∞(k):x1≥0}, |
where
E1,λ∞(u,k):=∑x∈L−∞(k)ξ∈B1∪B2x+ξ∈L∞(k)c(ξ)||u(x+ξ)−u(x)|−|Hξ||p+∑x∈L+∞(k)ξ∈B1∪B2x+ξ∈L∞(k)c(ξ)||u(x+ξ)−u(x)|−λ|Hξ||p. | (1.5) |
We identify every deformation
Aε(Ωkε):={u∈C0(¯Ωkε;RN):u piecewise affine, ∇u constant on Ωkε∩εT ∀T∈T}. |
Similarly, for (1.5) we define
A∞(Ωk,∞):={u∈C0(¯Ωk,∞;RN):u piecewise affine, ∇u constant on Ωk,∞∩T ∀T∈T}. |
As customary in dimension reduction problems, we rescale the domain
Aε:=diag(1,ε,…,ε); | (1.6) |
i.e.,
I1,λε(˜u,k):=E1,λε(u,k)for ˜u∈˜Aε(Ωk), | (1.7) |
with
˜Aε(Ωk):={˜u∈C0(A−1ε(¯Ωkε);RN):˜u piecewise affine, ∇˜u constant on Ωk∩(A−1εεT) ∀T∈T}. |
For later use it will be convenient to set the following notation:
Ω−k:=(−L,0)×(−k,k)N−1,Ω+k:=(0,L)×(−k,k)N−1. |
We recall that, throughout the paper,
We will study the
γ(P1,P2;k):=inf{E1,λ∞(v,k):M>0, v∈A∞(Ωk,∞),∇v=P1H for x1∈(−∞,−M),∇v=P2H for x1∈(M,+∞)}; | (2.1a) |
for
γ(P1,P2;k):=inf{E1,1∞(v,k):M>0, v∈A∞(Ωk,∞),∇v=P1H for x1∈(−∞,−M),∇v=P2H for x1∈(M,+∞)}, | (2.1b) |
where
E1,1∞(v,k):=∑x∈L∞(k)ξ∈B1∪B2x+ξ∈L∞(k)c(ξ)||v(x+ξ)−v(x)|−|Hξ||p; |
for
γ(P1,P2;k):=inf{Eλ,λ∞(v,k):M>0,v∈A∞(Ωk,∞),∇v=P1Hforx1∈(−∞,−M),∇v=P2Hforx1∈(M,+∞)}, | (2.1c) |
where
Eλ,λ∞(v,k):=∑x∈L∞(k)ξ∈B1∪B2x+ξ∈L∞(k)c(ξ)||v(x+ξ)−v(x)|−λ|Hξ||p. |
The next proposition shows that the relevant quantities defined through (2.1) are in fact four: the minimal costs of the transition at the interface between the energy wells
Proposition 1. For each
γ(R,R′;k)=γ(Q,Q′;k)=γ(λR,λR′;k)=γ(λQ,λQ′;k)=0, | (2.2a) |
γ(R,λR′;k)=γ(Q,λQ′;k)=γ(I,λI;k), | (2.2b) |
γ(R,λQ;k)=γ(Q,λR;k)=γ(I,λJ;k), | (2.2c) |
γ(R,Q;k)=γ(Q,R;k)=γ(I,J;k),and | (2.2d) |
γ(λR,λQ;k)=γ(λQ,λR;k)=γ(λI,λJ;k). | (2.2e) |
Moreover,
γ(λP1,λP2;k)=λpγ(P1,P2;k)forevery P1,P2∈O(N). | (2.3) |
Proof. First one notices that
We now prove estimates on the asymptotic behaviour of
Theorem 2.1.[2,Theorem 3.1] Let
εN−1∑ξ∈B1∪B2∑x,x+εξ∈εZN∩(0,1)N||uε(x+εξ)−uε(x)|ε−|Hξ||p<C. | (2.4) |
Then there are a subsequence (not relabelled) and a function
∇u∈SBV((0,1)N;O(N)H). | (2.5) |
Specifically,
u(x)=∑i∈N(RiHx+bi)χEi(x), | (2.6) |
where
We now prove the main result of this section.
Theorem 2.2. Let
γ(P1,P2;k)≤CkN. | (2.7) |
Moreover,
limk→∞γ(P1,P2;k)kN−1=+∞. | (2.8) |
Proof. The upper bound (2.7) is proven by comparing test functions for
For the proof of the lower bound (2.8) we will use Theorem 2.1 in each of the subsets
1kN−1jE1,λ∞(uj,kj)<C, | (2.9) |
for some positive
Lj:=1kjZN∩¯Ω1,∞,L+j:=Lj∩{x1>0},L−j:=Lj∩{x1<0}. |
Expressing
E1,λ∞(uj,k)=∑x∈L−jξ/kj∈B1∪B2x+ξ/kj∈Ljc(ξ)||vj(x+ξkj)−vj(x)|1kj−|Hξ||p+∑x∈L+jξ/kj∈B1∪B2x+ξ/kj∈Ljc(ξ)||vj(x+ξkj)−vj(x)|1kj−λ|Hξ||p. | (2.10) |
The above term controls the (piecewise constant) gradient of
v(x)=∑i∈N(RiHx+ai)χEi(x)+∑j∈N(λQjHx+bj)χE+j(x), |
where
Remark 1. An estimate similar to (2.8) was proven in [14,15] (for a hexagonal lattice in dimension two and a class of three-dimensional lattices) via a different argument, based on the non-interpenetration condition. In fact, in [14,15] a stronger result is proven, namely, that
The non-interpenetration assumption turns out to be necessary if the energy involves only nearest neighbour interactions; indeed, in such a case, one can exhibit deformations that violate the non-interpenetration condition and for which (2.8) does not hold, see [14,Section 4.2]. Such deformations, which consist of suitable foldings of the lattice, would be energetically expensive (and, in particular, would not provide a counterexample to (2.8)) in the present setting, exactly because of the effect of the interactions across neighbouring cells. It is the latter ones that prevent folding phenomena and allow one to prove (2.8), via Theorem 2.1.
Before characterising the
Essential tools for the compactness and the lower bound are provided by the following rigidity estimates.
Theorem 3.1. [12,Theorem 3.1] Let
‖∇u−R‖Lp(U;MN×N)≤C(U)‖dist(∇u,SO(N))‖Lp(U). | (3.1) |
The constant
It is convenient to define the energy of a single simplex
Ecell(uF;T):=N∑i≤j=0||F(xi−xj)|−|H(xi−xj)||pfor every F∈MN×N, |
where
Lemma 3.2. [2,Lemma 2.2] There exists a constant
distp(F,SO(N)H)≤CEcell(uF;T)∀F∈MN×N:detF≥0, | (3.2a) |
distp(F,(O(N)∖SO(N))H)≤CEcell(uF;T)∀F∈MN×N:detF≤0. | (3.2b) |
The next lemma asserts that if in two neighbouring simplices the sign of
Ecell(u;S∪T):=N∑i≤j=0||u(xi)−u(xj)|−|H(xi−xj)||p |
+N∑j=1||u(y0)−u(xj)|−|H(y0−xj)||p+||u(y0)−u(x0)|−|H(y0−x0)||p. |
Lemma 3.3. [2,Lemma 2.3] There exists a positive constant
det(∇u|S)det(∇u|T)≤0, |
then
Lemma 3.2 will allow us to apply Theorem 3.1. More precisely, in the part of the wire with
Due to the fact that a minimum energy has to be paid for each change of orientation, see Lemma 3.3, the parts with positive determinant do not mix with those with negative determinant. Hence, passing to the weak* limit we obtain functions taking values in
Remark 2. It is well known that
co(SO(2))={(α−ββα):α2+β2≤1},co(O(2)∖SO(2))={(αββ−α):α2+β2≤1}. |
In particular,
co(SO(N))∪co(O(N)∖SO(N))⊊co(O(N)) |
for
Henceforth, the symbol
Proposition 2. Let
lim supε→0+I1,λε(˜uε,k)≤C. | (3.3) |
Then there exist functions
(3.4) |
and
(∂1˜u|d2|⋯|dN)∈{co(SO(N))Ha.e.in (−L,0)∩U,co(O(N)∖SO(N))Ha.e.in (−L,0)∖U,λco(SO(N))Ha.e.in (0,L)∩U,λco(O(N)∖SO(N))Ha.e.in (0,L)∖U, | (3.5) |
and
lim infε→0+I1,λε(˜uε,k)≥ γ(I,J;k)H0(∂U∩(−L,0))+γ(λI,λJ;k)H0(∂U∩(0,L))+γ(I,λI;k)[1−χ∂U(0)]+γ(I,λJ;k)χ∂U(0). | (3.6) |
Remark 3. The right-hand side of (3.6) contains different contributions. The first term corresponds to the minimal energy needed to bridge a rotation with a rotoreflection, or viceversa, in the left part of the nanowire; the energy spent depends on the number of changes of orientation, i.e., on the cardinality of
Proof. (Compactness) The assumption (3.3) implies that
In order to show
Specifically, for each
∫(ai,ai+ε)×(kε,kε)N−1|∇uε−Pε(ai)|pdx≤C∫(ai,ai+ε)×(kε,kε)N−1distp(∇uε,O(N)H)dx, |
and for every
∫(ai,ai+ε)×(kε,kε)N−1|∇uε−Pε(ai)|pdx≤C∫(ai,ai+ε)×(kε,kε)N−1distp(∇uε,λO(N)H)dx. |
Moreover for
∫Ω−k|∇˜uεA−1ε−Pε(x1)|pdx≤C∫A−1ε(¯Ωkε)∩{x1<0}distp(∇˜uεA−1ε,O(N)H)dx≤Cε, | (3.7a) |
∫Ω+k|∇˜uεA−1ε−Pε(x1)|pdx≤C∫A−1ε(¯Ωkε)∩{x1>0}distp(∇˜uεA−1ε,λO(N)H)dx≤Cε, | (3.7b) |
where the last inequality of each line follows by applying Lemma 3.2 to each subdomain with
We now define the sets
Kε:={aεi∈(−L,L):Pε(x1)∈SO(N)H∪λSO(N)H for x1∈[aεi,aεi+ε)},Uε:=⋃aεi∈Kε[aεi,aεi+ε), |
and remark that Lemma 3.2, Lemma 3.3, and assumption (3.3) imply that the cardinality of
U=n⋃i=1(αi,βi),−L≤α1<β1<α2<β2<⋯<αn<βn≤L. | (3.8) |
Since we can write
Pε(x1)=Rε(x1)(χUε∩(−L,0)H+χUε∩(0,L)λH)+JRε(x1)((1−χUε∩(−L,0))H+(1−χUε∩(0,L))λH), |
where
(Lower bound) Inequality (3.6) is proven by a standard argument which can be found, for example, in [14,16,17]. We will briefly sketch the main ideas and refer the reader to [14,16,17] for full details. First recall that
(αεi−2σ,αεi−σ)⊂(−L,L)∖Uε,(αεi+σ,αεi+2σ)⊂Uε, | (3.9a) |
(βεi−2σ,βεi−σ)⊂Uε,(βεi+σ,βεi+2σ)⊂(−L,L)∖Uε. | (3.9b) |
Moreover, if
vε(x1,x2,…,xN):=1ε˜uε(εx1+αεi,x2,…,xN)=1εuε(εx1+αεi,εx2,…,εxN). |
Then,
∫(−2σε,−σε)×(−k,k)N−1distp(∇vε,λ(O(N)∖SO(N))H)dx+∫(σε,2σε)×(−k,k)N−1distp((∇vε,λSO(N)H)dx≤C. | (3.10) |
From (3.10), Theorem 3.1 and the Poincaré inequality, we deduce that there exists a unit interval contained in
I1,λε(˜uε,k)|(αεi−2σ,αεi+2σ)×(−k,k)N−1≥Eλ,λ∞(ˆvε,k)−Cεσ, |
where
We prove that the bound (3.6) is in fact optimal.
Proposition 3. Let
F∈{co(SO(N))Ha.e.in (−L,0)∩U,co(O(N)∖SO(N))Ha.e.in (−L,0)∖U,λco(SO(N))Ha.e.in (0,L)∩U,λco(O(N)∖SO(N))Ha.e.in (0,L)∖U. | (4.1) |
Then there exists a sequence
˜uεA−1ε∗⇀Fweakly∗in L∞(Ωk;MN×N), | (4.2) |
and
lim supε→0+I1,λε(˜uε,k)≤ γ(I,J;k)H0(∂U∩(−L,0))+γ(λI,λJ;k)H0(∂U∩(0,L))+γ(I,λI;k)[1−χ∂U(0)]+γ(I,λJ;k)χ∂U(0) | (4.3) |
Proof. Using a standard approximation argument we may assume that
F=−1∑i=mχ(ai,ai+1)RiH+n∑i=0χ(ai,ai+1)λRiH |
and
U=int⋃{[ai,ai+1]:Ri∈SO(N), m≤i≤n−1}. |
The following construction is similar to that in [14,Proposition 3.2], so we will show the details only for what concerns the changes of orientation. We introduce a mesoscale
We now complete the definition of
If
∇v=Ri−1H for x1∈(−∞,−M),∇v=RiH for x1∈(M,+∞) |
and
E1,1∞(v,k)≤γ(I,J;k)+η, |
where we used also Proposition 1. With this at hand, we define
˜uε(x):=εv(1εAεx)+b. |
The constant vector
The case
In the next theorem we characterise the
A1,λ(k):={u∈W1,∞(Ωk;RN):∂2u=⋯=∂Nu=0 a.e. in Ωk,|∂1u|≤1 a.e. in Ω−k, |∂1u|≤λ a.e. in Ω+k}. | (5.1) |
We show that on such domain the
Theorem 5.1. The sequence of functionals
I1,λ(u,k)={γ(k)if u∈A1,λ(k),+∞otherwise, | (5.2) |
with respect to the weak* convergence in
γ(k):=min{γ(I,λI;k),γ(I,λJ;k)}. | (5.3) |
Proof. (Liminf inequality) Let
I1,λ(u,k)≤lim infε→0+I1,λε(˜uε,k). |
We assume that
(Limsup inequality) Given a function
lim supε→0+I1,λε(˜uε,k)≤I1,λ(u,k). | (5.4) |
We assume that
The construction of the recovery sequence depends on the precise value of the minimum in (5.3). Since we do not know such value, we explain how to proceed in the case when
(∂1u|d2|⋯|dN)∈{co(SO(N))Ha.e. in Ω−k,λco(SO(N))Ha.e. in Ω+k. |
(∂1u|d2|⋯|dN)∈{co(SO(N))Ha.e. in Ω−k,λco(O(N)∖SO(N))Ha.e. in Ω+k. |
Proposition 3 can be now applied to
Remark 4. As long as the
Below we show that, if a stronger topology is chosen, the value of the
Two possible recovery sequences for the profile at the centre of the figure. Here we picture only a part of the wire containing just one species of atoms, therefore the transition at the interface is not represented. A kink in the profile may be reconstructed by folding the strip, i.e., mixing rotations and rotoreflections (left); or by a gradual transition involving only rotations or only rotoreflections (right). In the limit, the former recovery sequence gives a positive cost, while the latter gives no contribution. If the stronger topology is chosen, the appropriate recovery sequence will depend on the value of the internal variable, which defines the orientation of the wire
.We introduce the sequence of functionals defined for
ˆI1,λε(˜u,D,k):={I1,λε(˜u,k)if˜u∈˜Aε(Ωk)andD=(∂1˜u|ε−1∂2˜u|⋯|ε−1∂N˜u),+∞otherwise. |
In the next theorem we study the
ˆA1,λ(k):={(u,D):u∈A1,λ(k), D∈L∞(Ωk;MN×N), De1=∂1u, ∂2D=…=∂ND=0 a.e. in Ωk, D∈co(SO(N))H∪co(O(N)∖SO(N))H a.e. in Ω−k,D∈λco(SO(N))H∪λco(O(N)∖SO(N))H a.e. in Ω+k}, |
where
Definition 5.2. Given
D∈{co(SO(N))Hfor a.e. x1∈(−L,0)∩U,co(O(N)∖SO(N))Hfor a.e. x1∈(−L,0)∖U,λco(SO(N))Hfor a.e. x1∈(0,L)∩U,λco(O(N)∖SO(N))Hfor a.e. x1∈(0,L)∖U. | (5.5) |
For
J(U):= γ(I,J;k)H0(∂U∩(−L,0))+γ(λI,λJ;k)H0(∂U∩(0,L))+γ(I,λI;k)[1−χ∂U(0)]+γ(I,λJ;k)χ∂U(0) |
and
Jmin(u,D):=minU∈U(u,D)J(U). | (5.6) |
The last definition will be used to apply Propositions 2 and 3 towards the characterisation of the
{J(U):U∈U(u,D)}⊂{m1γ(I,J;k)+m2γ(I,λI;k)+m3γ(I,λJ;k)+m4γ(λI,λJ;k):mi∈N}. |
A minimiser needs not be unique as shown in the following example.
Example 5.3. Fix
Theorem 5.4. The sequence of functionals
ˆI1,λ(u,D,k):={Jmin(u,D)if (u,D)∈ˆA1,λ(k),+∞otherwise, | (5.7) |
with respect to the weak* convergence in
Proof. The liminf inequality is obtained by applying Proposition 2 and arguing as in Theorem 5.1. Also the derivation of the limsup inequality is similar to the one performed in Theorem 5.1; let us simply point out that, while in the proof of Theorem 5.1 the matrix field
Remark 5. We underline that Theorem 5.4 provides a nontrivial
In the present section we discuss how the previous results extend to the case when the functional (1.4) is complemented by boundary conditions or external forces. Although our considerations apply to the case of general
Boundary conditions. Let
{∇u(x)=B−x if −L<x1<−L+ε,∇u(x)=B+x if L−ε<x1<L. | (6.1) |
It is easy to see that while the compactness result of Proposition 2 remains valid, the
γ(B−,P;k):=inf{E1,1M(v,k):M>0, v∈A∞(Ωk,∞),∇v=B− for x1∈(−∞,−M),∇v=P for x1∈(M,+∞)}, | (6.2) |
γ(P,B+;k):=inf{E1,1M(v,k):M>0, v∈A∞(Ωk,∞),∇v=P for x1∈(−∞,−M),∇v=B+ for x1∈(M,+∞)}, | (6.3) |
where
Remark 6. By Proposition 2 and the properties of
γ(I,B±;k)→0asdist(B±;SO(N))→0 |
and therefore, as long as
External forces. We study a class of tangential/radial forces acting along the rod. Let
Fε(u,k):=∑(±Lε,x2,…,xN)∈Lε(k)F1⋅(u(Lε,x2,…,xN)−u(−Lε,x2,…,xN))+∑(x1,±εk,…,xN)∈Lε(k)F2(x1)⋅(u(x1,εk,x3,…,xN)−u(x1,−εk,x3,…,xN))+⋯…+∑(x1,…,xN−1,±εk)∈Lε(k)FN(x1)⋅(u(x1,…,xN−1,εk)−u(x1,…,xN−1,−εk)), | (6.4) |
where
Fε(u,k)=Lε−ε∑x1=−Lε ∑(x1,…,xN)∈Lε(k)F1⋅(u(x1+ε,…,xN)−u(x1,…,xN))+ε(k−1)∑x2=−εk ∑(x1,…,xN)∈Lε(k)F2(x1)⋅(u(x1,x2+ε,…,xN)−u(x1,x2,…,xN))+⋯⋯+ε(k−1)∑xN=−εk ∑(x1,…,xN)∈Lε(k)FN(x1)⋅(u(x1,…,xN+ε)−u(x1,…,xN)), |
hence we have that
Introducing the new variables
˜Fε(˜u,k):=∑(±Lε,x2,…,xN)∈A−1εLε(k)F1⋅(˜u(Lε,x2,…,xN)−˜u(−Lε,x2,…,xN))+∑(x1,±k,…,xN)∈A−1εLε(k)F2(x1)⋅(˜u(x1,k,x3,…,xN)−˜u(x1,−k,x3,…,xN))+…⋯+∑(x1,…,xN−1,±k)∈A−1εLε(k)FN(x1)⋅(˜u(x1,…,xN−1,k)−˜u(x1,…,xN−1,−k))= Fε(u,k), |
so that
Gε(˜u,D,k):=ˆI1,1ε(˜u,D,k)−˜Fε(˜u,k), ˜u∈˜Aε(Ωk),D∈L∞(Ωk;MN×N). | (6.5) |
Note that in this context we cannot use the weak* convergence in
Cε∫Ωk(|∇˜uA−1ε|p−1)dx≤Cε∫Ωkdistp(∇˜uA−1ε,O(N))dx≤ˆI1,1ε(˜u,k) |
and
˜Fε(˜u,k)≤C(∫Ωk|F|p′dx+∫Ωk|∇˜uA−1ε|pdx). |
Let now
lim supε→0+Gε(˜uε,Dε,k)≤C. |
The previous inequalities imply that
Theorem 6.1. The following results hold:
(Compactness) Let
lim supε→0+Gε(˜uε,Dε,k)≤C. |
Then there exists
(
G(u,D,k):=ˆI1,1(u,D,k)−˜F(D,k), | (6.6) |
with respect to the weak* convergence in
˜F(D,k):=(2k)N−1∫L−L(F1⋅d1+⋯+FN⋅dN)dx1 |
for
As a consequence of the previous theorem and the standard properties of
Corollary 1. We have that
limε→0min{Gε(u,D):(u,D)∈˜Aε(Ωk)×L∞(Ωk;MN×N)}=min{G(u,D,k):(u,D)∈ˆA1,1(k)}. |
Moreover if
limε→0Gε(uε,Dε)=limε→0min{Gε(u,D):(u,D)∈˜Aε(Ωk)×L∞(Ωk;MN×N)}, |
then any cluster point
We now come back to the question of the consistency of the model with the non-interpenetration condition. In this context we cannot expect that minimisers of (6.5) preserve orientation for the whole class of loads defined above. This is clarified in the following remark.
Remark 7. Minimisers of the functional defined by (6.6) may have transition points between the two wells
Define
C:=min(u,D)∈ˆA1,10(k)−˜F(D,k)>−˜F(ˉD,k)=−(2k)N−1(N−1∑i=1∫L−Lfidx1+∫a−LfNdx1−∫LafNdx1). |
Therefore, if
−˜F(¯D,k)+γ(I,J;k)<C, |
then it is energetically preferred to have a transition at
The lattice mismatch in heterostructured materials, corresponding to
Following the ideas of [14], in dimension
Lε(ρ,k):=L−ε(1,k)∪L+ε(ρ,k), |
where
L−ε(1,k):=ρεZ2∩¯Ωkε∩{x1<0},L+ε(ρ,k):=ρεZ2∩¯Ωkε∩{x1≥0}, |
and
In presence of dislocations, the choice of the interactions and of the equilibria strongly depends on the lattice that one intends to model. Therefore, in this section we focus on the simplest situation of hexagonal (or equilateral triangular) Bravais lattices in dimension two and we fix
H:=(1−120√32). |
The lattice
The bonds between nearest and next-to-nearest neighbours are defined first in the lattice
Once the bonds in the lattice
B1(x):={ξ∈RN:Hx, H(x+ξ)∈HLε(ρ,k) are nearest neighbours},B2(x):={ξ∈RN:Hx, H(x+ξ)∈HLε(ρ,k) are next-to-nearest neighbours}. |
We remark that if
E1,λε(u,ρ,k):=∑x∈L−ε(ρ,k)ξ∈B1(x) c1||u(x+ξ)−u(x)|e−1|p+∑x∈L+ε(ρ,k)ξ∈B1(x)c1||u(x+ξ)−u(x)|e−λ|p+∑x∈L−ε(ρ,k)ξ∈B2(x) c2||u(x+ξ)−u(x)|e−√3|p+∑x∈L+ε(ρ,k)ξ∈B2(x)c2||u(x+ξ)−u(x)|e−√3λ|p. |
Notice that away from the interface all bonds in the reference configuration are in equilibrium if
The results shown in detail in this paper for the defect-free case (corresponding to
L∞(ρ,k):=L−∞(1,k)∪L+∞(ρ,k),L−∞(1,k):=ρZ2∩¯Ωk,∞∩{x1<0},L+∞(ρ,k):=ρZ2∩¯Ωk,∞∩{x1≥0}, |
where the triangulation is chosen in analogy with the one for
γ(P1,λP2;ρ,k):=inf{E1,λ∞(v,ρ,k):M>0, v∈A∞(Ωk,∞),∇v=P1H for x1∈(−∞,−M),∇v=λρP2H for x1∈(M,+∞)}, |
with
E1,λ∞(u,ρ,k):=∑x∈L−∞(ρ,k)ξ∈B1(x) c1||u(x+ξ)−u(x)|−1|p+∑x∈L+∞(ρ,k)ξ∈B1(x)c1||u(x+ξ)−u(x)|−λ|p+∑x∈L−∞(ρ,k)ξ∈B2(x) c2||u(x+ξ)−u(x)|−√3|p+∑x∈L+∞(ρ,k)ξ∈B2(x)c2||u(x+ξ)−u(x)|−√3λ|p. |
Theorem 7.1. The sequence of functionals
I1,λ(u,ρ,k)={γ(ρ,k)if u∈A1,λ(ρ,k),+∞otherwise, |
with respect to the weak* convergence in
A1,λ(ρ,k):={u∈W1,∞(Ωk;RN):∂2u=0 a.e. in Ωk,|∂1u|≤1 a.e. in Ω−k, |∂1u|≤λρ a.e. in Ω+k} |
and
γ(ρ,k):=min{γ(I,λI;ρ,k),γ(I,λJ;ρ,k)}. |
The stronger topology introduced in Theorem 5.4 allows us to take into account the cost of "folding" the lattice using rotoreflections, giving deeper insight into deformations that bridge different equilibria. Indeed, it is possible to combine Theorems 5.4 and 7.1 giving the
Remark 8. It is easy to see that for
C1k≤γ(λ,k)≤C2k |
for some constants
γ(ρ,k)≤Cρk2andlimk→∞γ(ρ,k)k=+∞. |
This gives a mathematical proof of the experimentally observed fact that dislocations are preferred in order to relieve the lattice mismatch when the thickness of the specimen is sufficiently large. We recall that a similar result was proven in [14,15] (under the non-interpenetration assumption), see also Remark 1.
The results sketched here for hexagonal lattices can be obtained also for other lattices by adapting the technique to each specific case. In particular, we refer to [15] for details on the rigidity of face-centred and body-centred cubic lattices in dimension three.
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