Abstract
The convergence of a peridynamic model for solid mechanics inside heterogeneous media in the limit of vanishing nonlocality is analyzed. It is shown that the operator of linear peridynamics for an isotropic heterogeneous medium converges to the corresponding operator of linear elasticity when the material properties are sufficiently regular. On the other hand, when the material properties are discontinuous, i.e., when material interfaces are present, it is shown that the operator of linear peridynamics diverges, in the limit of vanishing nonlocality, at material interfaces. Nonlocal interface conditions, whose local limit implies the classical interface conditions of elasticity, are then developed and discussed. A peridynamics material interface model is introduced which generalizes the classical interface model of elasticity. The model consists of a new peridynamics operator along with nonlocal interface conditions. The new peridynamics interface model converges to the classical interface model of linear elasticity.
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1 Introduction
Peridynamics [7, 8] is a nonlocal theory for continuum mechanics. Material points interact through forces that act over a finite distance with the maximum interaction radius being called the peridynamics horizon. Peridynamics is a generalization to elasticity theory in the sense that peridynamics operators converge to corresponding elasticity operators in the limit of vanishing horizon. These convergence results have been shown for different cases; see [4–6, 10]. For example, in a linear isotropic homogeneous medium, and under certain regularity assumptions on the vector field v, it has been shown in [5] that
and in [4] it has been shown that
where Ω is a bounded domain, \(\mathcal{L}^{\delta}_{s}\) is the bond-based and \(\mathcal{L}^{\delta}\) is the state-based linear peridynamics operators, and \(\mathcal{N}_{s}\) and \(\mathcal{N}\) are the corresponding linear elasticity operators, respectively (see Sect. 2 for the definitions of these operators).
In this work, we study the behavior of linear peridynamics inside heterogeneous media in the limit of vanishing horizon. We focus on the linear peridynamics model for solids given in [8, 9]. We note that other models for linear peridynamic solids have been proposed; see for example [1]. In Theorem 1 and Proposition 1 of this work we show that when the vector-field v and the material properties are sufficiently differentiable then
and
where \(\mathcal{L}^{\delta}\) and \(\mathcal{L}^{\delta}_{s}\) are the state-based and bond-based linear peridynamics operator for an isotropic heterogeneous medium and \(\mathcal{N}\) and \(\mathcal{N}_{s}\) are the corresponding operators of linear elasticity, respectively. In addition, we show that continuity of the material properties is a necessary condition for the convergence of peridynamics to elasticity. Indeed, if the material properties have jump discontinuities, as for example in multi-phase composites, then it is shown in Theorem 2 and Lemma 3 that the local limits of the peridynamic operators do not exist. In particular, we find that for points x on the interface,
and
We consider the classical interface model in linear elasticity inside a two-phase composite. The strong form of the elastic equilibrium problem is given by the following system of partial differential equations and interface conditions:
where σ is the stress tensor, u is the displacement field, b is a body force density, n is the unit normal to the interface, and Ω=Ω +∪Ω −∪Γ, with Γ being the interface between the two phases Ω + and Ω −. Equations (1.7c) and (1.7d) are the interface jump conditions, assuming continuity of the displacement field and traction across the interface.
Developing a material interface model which generalizes the classical interface model of elasticity to the nonlocal setting is an open problem in peridynamics. The fact that interface conditions are necessary for a classical solution of (1.7a–1.7d) to exist together with the fact that the peridynamics operator diverges, in the limit of vanishing horizon, at material interfaces strongly suggests that nonlocal interface conditions must be imposed in a peridynamics model for heterogeneous media in the presence of material interfaces. Therefore, a peridynamics interface model which is locally consistent with the interface model of elasticity is required to satisfy the following three conditions:
- C(i) :
-
Nonlocal interface conditions must be imposed such that the peridynamics operator converges, in the local limit, to the corresponding elasticity operator.
- C(ii) :
-
The interface conditions in elasticity are recovered from the local limit of the nonlocal interface conditions in peridynamics.
- C(iii) :
-
The nonlocal interface conditions are integral equations that do not include spatial derivatives of the displacement field.
We note that condition C(i) implies that the peridynamics operator is required not to diverge, in the limit of vanishing horizon, at material interfaces. Condition C(iii) requires that the nonlocal interface conditions be compatible with the peridynamics model. Peridynamics is formulated with integral equations and oriented towards modeling discontinuities, and thus peridynamics equations do not include spatial derivatives of the displacement field.
We consider the following peridynamics model, under equilibrium conditions, for heterogeneous media in the presence of material interfaces
Equation (1.8b) is a nonlocal interface condition. By imposing (1.8b), and under certain regularity assumptions on the material properties and the displacement field, we show that
for 1≤p<∞. Thus, the peridynamics interface model (1.8a, 1.8b) satisfies conditions C(i) and C(iii). However, it is shown in Proposition 3 that this model does not satisfy C(ii). Therefore, the interface model (1.8a, 1.8b) is not a valid generalization of the local interface model of elasticity. We note that this result remains true if an inhomogeneity is introduced into (1.8b). We also note that, in the nonlocal setting, the material interface remains sharp; however, because of the nonlocality of interactions, nonlocal interface conditions involve points on both sides of the material interface, and not just points on the material interface.
In Sect. 5.2, we propose a solution to the interface problem in peridynamics. We develop a peridynamics interface model which is locally consistent with elasticity’s interface model (1.7a–1.7d). Our model is defined by
where Γ δ is an extended interface, which is a three-dimensional set of thickness 2δ, and the operator \(\mathcal{L}^{\delta}_{*}\) is of the form
with \(1_{\varGamma_{\delta}}\) being the indicator function of the set Γ δ . The new operator \(\mathcal{L}^{\delta}_{\varGamma_{\delta}}\) acts on the displacement field but only at points in the extended interface Γ δ . The set Γ δ and the operator \(\mathcal{L}^{\delta}_{\varGamma_{\delta}}\) are explicitly defined in Sect. 5.2. Equation (1.9b) is the peridynamics nonlocal interface condition for our interface model. By imposing (1.9b), and under the assumptions that the material properties are sufficiently differentiable in Ω∖Γ and have jump discontinuities at the interface Γ, and that the displacement field u is sufficiently differentiable in Ω∖Γ and continuous across Γ, we show in Theorem 3 that
for 1≤p<∞. Moreover, we show that the local interface condition (1.7c) can be recovered from the local limit of the nonlocal interface condition (1.9b). Therefore, the peridynamics material interface model (1.9a, 1.9b) satisfies the three conditions C(i)–C(iii) and hence serves as a peridynamics generalization to the classical elasticity interface model.
Here we discuss the mechanical interpretations and implications of the main results in this work. The convergence results given by (1.3) and (1.4), which are introduced in Theorem 1 and Proposition 1, respectively, imply that peridynamics (bond-based or state-based) is a nonlocal generalization of the local continuum theory in the case of isotropic heterogeneous media with smoothly varying material properties. This extends the previous peridynamics convergence results for homogeneous media [4, 5, 10].
In the case of heterogeneous media with discontinuous material properties, our results given by (1.5) and (1.6), which are introduced in Theorem 2 and Lemma 3, respectively, imply that the local limit of the peridynamic force is infinite at the material interface. This divergence behavior can be explained mathematically through the fact that material interfaces break the inherent symmetry of the peridynamic operators. Mechanically, the divergence of peridynamics is due to the mismatch in the nonlocal tractions on each side of the interface. In fact, the divergence of the local limit of peridynamics at material interfaces is not surprising because in the local interface problem (1.7a–1.7d) one must impose interface conditions to obtain a well-posed system. Therefore, when material interfaces are present, nonlocal interface conditions must be imposed in order for peridynamics to converge to a local theory. The goal of imposing nonlocal interface conditions is to fix the mismatch in the nonlocal tractions on each side of the interface. One way to achieve this is by imposing the nonlocal interface condition given by (1.8b). Indeed, in Sect. 5.1 it is shown that when (1.8b) is imposed, then \(\mathcal{L}^{\delta}\mathbf {u}\) converges in the limit as δ→0. However, it is shown in Proposition 3 that the peridynamic system given by (1.8a, 1.8b) does not converge to the local elastic interface model given by (1.7a–1.7d). We conclude in Sect. 5 that imposing nonlocal interface conditions alone is not sufficient to achieve a peridynamic interface model that recovers the classical interface model in the local limit. We therefore propose the peridynamic interface model given by (1.9a, 1.9b) which consists of introducing a new peridynamic operator \(\mathcal{L}^{\delta}_{*}\) together with imposing a nonlocal interface condition given by (1.9b). The new operator satisfies \(\mathcal{L}^{\delta}_{*}\mathbf{u}(\mathbf {x})=\mathcal{L}^{\delta}\mathbf{u}(\mathbf{x})\) for points x∈Ω∖Γ. For points x on the interface Γ, the expression \(\delta\mathcal{L}^{\delta}_{*}\mathbf{u}(\mathbf{x})\) represents the jump in the nonlocal traction across the interface. This is justified in Sect. 5.2 in which it is shown that
The operator \(\mathcal{L}^{\delta}_{\varGamma_{\delta}}\) in (1.10), given explicitly by (5.17), which acts on points on the extended interface Γ δ , can be interpreted as the missing term in peridynamics which modifies the jump in the nonlocal traction such that (1.11) holds true. It follows from (1.11), as described in Sect. 5.2, that the nonlocal interface condition (1.9b) is the nonlocal analogue of the local interface condition (1.7c). Theorem 3 implies that the peridynamic interface model given by (1.9a, 1.9b) is the nonlocal analogue of the local interface model given by (1.7a–1.7d).
This article is organized as follows. Section 2 provides an overview of linear peridynamics and linear elasticity inside isotropic heterogeneous media. The convergence of linear peridynamics operator to linear elasticity operator for the case of heterogeneous media is given in Sect. 3. The divergence of the peridynamics operator, in the local limit, at material interfaces is addressed in Sect. 4. Finally, in Sect. 5 nonlocal interface conditions are developed and discussed and our new peridynamics material interface model is introduced and justified.
2 Overview
2.1 The Peridynamics Model for Solid Mechanics
We consider the state-based peridynamics model introduced in [8] for the dynamics of deformable solids. To simplify the presentation, we provide a direct description of this model without adhering to the notation used in [8]. Following the presentation of peridynamics given in [3], let Ω denote a domain in \(\mathbb{R}^{3}\), u(x,t) the displacement vector field, ρ(x) the mass density, and b(x,t) a prescribed body force density. Let B δ (x) denote the ball centered at x having radius δ; here, δ denotes the peridynamics horizon. Then the linear peridynamics equation of motion for an isotropic heterogeneous medium is given by
where
and, for a vector field v, the operators \(\mathcal {L}^{\delta}_{s}\) and \(\mathcal{L}^{\delta}_{d}\) are given by
Here λ and μ are Lamé parameters, with μ denoting the shear modulus, w is a weighting function, and m denotes a scalar weight given by m=∫ Ω w(|y−x|)|y−x|2 d y. Since w is a radial function in (2.3), (2.4), the material is isotropic, and w can be taken to be of the form (see, for example, [7])
In this case
Note that when r<5, m is finite. To simplify the presentation, and without loss of generality, we assume that r=2; consequently, \(m = \frac{4}{3}\pi\delta^{3} = |B_{\delta}|\) and
Due to symmetry we have the following identity
For points x∈Ω with a distance of at least 2δ from the boundary ∂Ω, the operator \(\mathcal{L}^{\delta}_{d}\) in (2.8) reduces to
where we have applied (2.9). Throughout this article, we will use the notation A:B to denote the inner product of the same-order tensors A and B. For example, if A and B are third-order tensors then
2.2 Linear Elasticity
In linear elasticity, the stress tensor for an isotropic heterogeneous medium is given by
where u is the displacement field, I is the identity tensor, and λ and μ are Lamé parameters. The equation of motion in this case is given by
where \(\mathcal{N}\) is the Navier operator of linear elasticity which is given by
We decompose the operator of linear elasticity as
where the operators \(\mathcal{N}_{s}\) and \(\mathcal{N}_{d}\) are defined by
for sufficiently regular vector field v.
We note that the above decomposition of \(\mathcal{N}\) is not a standard one; however, this decomposition will be useful for studying the relationship between the nonlocal operator of peridynamics \(\mathcal{L}^{\delta}\), defined in Sect. 2.1, and the local operator of elasticity \(\mathcal{N}\); see Sect. 3.
Remark 1
It is easy to see that \(\mathcal{N}=\mathcal{N}_{s}\) for materials in which λ=μ or, equivalently, materials with Poisson ratio \(\nu=\frac{1}{4}\).
3 Convergence of Linear Peridynamics to Linear Elasticity Inside Heterogeneous Media
In this section we show that in a heterogeneous medium and under certain regularity assumptions on the material properties and the vector field v, the linear peridynamics operator \(\mathcal {L}^{\delta}\) converges to the linear elasticity operator \(\mathcal{N}\) in the limit of vanishing horizon. This is given by Theorem 1 in the last part of this section.
We start by defining an operator \(\mathcal{L}^{\delta}_{0}\), which is independent of material properties,
where v is a vector field and \(\mathbf{x}\in\mathbb{R}^{3}\). We note \(\mathcal{L}^{\delta}_{0}\) is a bounded linear operator on L p(Ω)3 for 1≤p≤∞; see for example [2].
Lemma 1
If v∈C 3(Ω)3 then
for 1≤p<∞.
Proof
The Taylor expansion of v about z=x is given by
where
for some t∈(0,1). By inserting (3.3) in (3.1), expanding the integral, and then rearranging the tensor products, we obtain
We note that, due to symmetry, the integral
with the obvious notation that 0 in the right hand side of (3.6) denotes the third-order zero tensor. Thus the first term in (3.5) vanishes. We note that the third term in (3.5) vanishes in the limit as δ→0 because
for some M>0. For the second term in (3.5), a straightforward calculation, using spherical coordinates, shows that the following fourth-order tensor satisfies
Using (3.8) the i-th component of the second term in (3.5) becomes
By combining (3.5) with (3.6), (3.7), and (3.9), we conclude that
for all x in \(\mathbb{R}^{3}\). Equation (3.2) follows from the point-wise convergence result (3.10) and Lebesgue’s dominated convergence theorem, completing the proof. □
The operator \(\mathcal{L}^{\delta}_{0}: L^{p}(\varOmega)^{3}\rightarrow L^{p}(\varOmega)^{3}\) can also be defined to operate on scalar-fields
in which case \(f\in L^{p}(\varOmega)\mapsto\mathcal{L}^{\delta}_{0}f\in L^{p}(\varOmega)^{3\times3}\). The convergence result in this case is given by the following lemma, whose proof is similar to that of Lemma 1.
Lemma 2
If f∈C 3(Ω) then
for 1≤p<∞.
We use Lemmas 1 and 2 to show the following convergence result for the operator \(\mathcal{L}^{\delta}_{s}\) defined in (2.7).
Proposition 1
Assume that the vector field v is in C 3(Ω)3 and the shear modulus μ is in C 3(Ω). Then as δ→0,
for 1≤p<∞.
Proof
The operator \(\mathcal{L}^{\delta}_{s}\) in (2.7), after the change of variables z=y−x, becomes
We decompose the operator \(\mathcal{L}^{\delta}_{s}\) as \(\mathcal {L}^{\delta}_{s}=\mathcal{L}^{\delta}_{s1}+\mathcal{L}^{\delta}_{s2}\), where
Using Lemma 1 we find that, as δ→0
The integral in (3.15) can be written as
By applying Lemma 1 on the first term of the right hand side of (3.17) and Lemma 2 on the second term we find that, as δ→0
in L p(Ω)3. From (3.16) and (3.18), we obtain the following convergence in L p(Ω)3
Expanding Δ(μ v) and ∇(∇⋅(μ v)) in the right hand side of (3.19), using the identities
and then simplifying, one finds that
Finally, equation (3.12) follows from (2.15), (3.19), and (3.20). □
In the next result we consider the convergence of the operator \(\mathcal{L}^{\delta}_{d}\) defined in (2.10).
Proposition 2
Assume that the vector field v is in C 3(Ω)3 and that the material properties μ and λ are in C 2(Ω). Then as δ→0,
for 1≤p<∞.
Proof
Let x be a point in the interior of Ω and c=λ−μ. Then by changing variables (w=z−y then h=y−x) in (2.10), \(\mathcal{L}^{\delta}_{d}\mathbf{v}\) can be written as
The Taylor expansion of v about w=x+h is given by
where
for some ξ on the line segment joining x+h and w. By inserting (3.23) in the inner integral of (3.22), expanding the integral, and then rearranging the tensor products, we find
We note that due to symmetry, the integrals in the first and third terms of the right hand side of (3.25) are identical to zero. A straightforward calculation shows that
and thus (3.25) is equivalent to
Substituting (3.27) in (3.22) one finds that
Using (3.24) we obtain that for some K>0,
where we used the facts that \(\int_{B_{\delta}(0)}\frac{1}{|\mathbf {h}|}\,d\mathbf{h}= \operatorname{O} (\delta ^{2} ) \) and \(\int_{B_{\delta}(0)}|\mathbf{w}|^{2} \,d\mathbf{w}= \operatorname{O} (\delta^{5} ) \). Therefore, the second term in the right hand side of (3.28) vanishes in the limit as δ→0. For the first term in the right hand side of (3.28), we first expand c∇⋅v in a Taylor series about h=x
where
for some ξ on the line segment joining x and h. Then by substituting (3.30) in the first term in the right hand side of (3.28), we find
We note that, in order to obtain (3.32) we used (3.26), the identity
and the estimate
for some M>0. By substituting (3.32) in (3.28) and using (3.29), one finds
The result follows from (3.35) and Lebesgue’s dominated convergence theorem. □
We conclude this section by the following result which follows from combining Propositions 1 and 2.
Theorem 1
Assume that the vector field v is in C 3(Ω)3 and that the material properties μ and λ are in C 3(Ω). Then
Moreover, as δ→0,
for 1≤p<∞.
Remark 2
The regularity assumptions on the vector field v and the material properties μ and λ in Theorem 1 as well as in the other results in this section can be relaxed. However, in Sect. 4, we show that the material properties must at least be continuous for the convergence of peridynamics to elasticity results to hold.
4 Non-Convergence of Peridynamics at Interfaces
In this section we show that continuity of the material properties is a necessary condition for the convergence of linear peridynamics to linear elasticity as described in Theorem 1.
Let Γ be an interface separating different phases inside a heterogeneous medium occupying the region Ω, as illustrated in Fig. 1. We assume that the surface Γ is C 1. In this case, the material properties λ and μ have jump discontinuities at the interface. To simplify the presentation, we assume that the medium is a two-phase composite with Ω=Ω +∪Ω −∪Γ, where Ω + and Ω − are two open disjoint sets, and the material properties are piecewise constants, which are given by
In the remaining part of this article, we will use the following notations. Given a point x 0∈Γ, let n(x 0) be the unit normal to the interface at x 0. We suppose that n is directed outward from the −side of the interface, pointing toward the +side, as illustrated in Fig. 1. For a scalar , vector, or, tensor field F, we define
In addition, we define
Note that the sets \(B^{+}_{\delta}(\mathbf{x}_{0} )\) and \(B^{-}_{\delta}(\mathbf{x}_{0})\) depend on the normal n. Furthermore, we use the following notation to denote the jump in F across the interface
The behavior of the operator \(\mathcal{L}^{\delta}_{s}\) at material interfaces, in the local limit, is described by the following result.
Lemma 3
Assume that the shear modulus μ is given by (4.1) and that the vector field v is continuous on Ω and smooth on Ω∖Γ. Then for x∈Γ,
Moreover, the sequence \((\mathcal{L}^{\delta}_{s}\mathbf{v} )_{\delta}\) is unbounded in L p(Ω), with 1≤p<∞.
Remark 3
This result holds in the more general case when μ is differentiable on Ω∖Γ and has a jump discontinuity across the interface Γ rather than just piecewise constant.
Proof
Let x be a point on the interface Γ away from ∂Ω by a distance of at least δ. Then \((\mathcal{L}^{\delta}_{s}\mathbf{v})(\mathbf{x})\) in (2.7), after a change of variables and using the fact that \(B_{\delta}(\mathbf{x})=B^{+}_{\delta}(\mathbf{x} )\cup B^{-}_{\delta}(\mathbf{x})\), can be written as
where \(B^{+}_{\delta}(\mathbf{0} )=B^{+}_{\delta}(\mathbf {x} )-\mathbf{x}\) and \(B^{-}_{\delta}(\mathbf{0})=B^{-}_{\delta}(\mathbf{x})-\mathbf{x}\). Note that in (4.2) we have used the facts that, for x∈Γ, μ(x)=μ +, μ(x+z)=μ + for \(\mathbf{z}\in B^{+}_{\delta}(\mathbf{0} )\), and μ(x+z)=μ − for \(\mathbf{z}\in B^{-}_{\delta}(\mathbf{0})\). Since v is smooth on each side of Γ, then for z in the +side of Γ (i.e., \(\mathbf{z}\in B^{+}_{\delta}(\mathbf{0} )\)), v can be expanded as
where
for some ξ + on the line segment joining x and x+z. Similarly, v can be expanded in a Taylor series in the −side of Γ. For \(\mathbf{z}\in B^{-}_{\delta}(\mathbf{0})\),
where
for some ξ − on the line segment joining x and x+z. Substituting (4.3) and (4.5) in (4.2), expanding the integrals, and rearranging the tensor products, we find
Using (4.4), we obtain the following bound
Similarly, one finds
and hence the second and fourth terms in (4.7) are finite in the limit as δ→0. Using (4.8), (4.9), and using the fact that
equation (4.7) becomes
From Lemma 5 (see Sect. 5), the third-order tensor
behaves, in the limit as δ→0, as
for a constant third-order tensor \(\mathbb{K}\). Thus, equations (4.10), (4.11), and (4.12) imply that
and, consequently, that the sequence \((\mathcal{L}^{\delta}_{s}\mathbf{v} )_{\delta}\) is unbounded in L p(Ω). □
Remark 4
If v is smooth at the interface then (4.10), in the proof above, becomes
and hence (4.13) still hold in this case.
The behavior of the operator \(\mathcal{L}^{\delta}_{d}\) in (2.10) at material interfaces, in the local limit, is given by the following result.
Lemma 4
Assume that μ and λ are given by (4.1) and that the vector field v is continuous on Ω and smooth on Ω∖Γ. Then for x∈Γ,
Moreover, the sequence \((\mathcal{L}^{\delta}_{d}\mathbf{v} )_{\delta}\) is unbounded in L p(Ω), with 1≤p<∞.
The proof of this lemma is similar to that of Lemma 3 and thus will not be presented here. However, we note that for x∈Γ, it can be shown that
and
The following result provides a summary to the behavior of the linear peridynamics operator \(\mathcal{L}^{\delta}\), in the limit as δ→0, in the presence of material interfaces.
Theorem 2
Assume that the material properties μ and λ are smooth on Ω∖Γ and have jump discontinuities across the interface Γ. Assume further that the vector field v is continuous on Ω and smooth on Ω∖Γ. Then
-
(i)
for x∈Ω∖Γ,
$$\lim_{\delta\rightarrow0} \bigl(\mathcal{L}^\delta\mathbf {v} \bigr) (\mathbf{x}) = \mathcal{N}\mathbf{v}(\mathbf{x}), $$where \(\mathcal{N}\) is the operator of linear elasticity given by (2.13), and
-
(ii)
for x∈Γ,
$$\lim_{\delta\rightarrow0} \bigl(\mathcal{L}^\delta\mathbf {v} \bigr) (\mathbf{x}) \quad \textit{does not exist}. $$Moreover, the sequence \((\mathcal{L}^{\delta}_{d}\mathbf{v} )_{\delta}\) is unbounded in L p(Ω), with 1≤p<∞.
Proof
Part (ii) follows from Lemmas 3 and 4. For part (i), let x∈Ω∖Γ. Then for sufficiently small δ, the ball B δ (x) is away from the interface. Thus, Theorem 1 applies and part (i) follows. □
5 A New Peridynamics Model for Material Interfaces
In this section we introduce a peridynamics model for heterogeneous media in the presence of material interfaces. Our model consists of a modified version of the linear peridynamics operator \(\mathcal{L}^{\delta}\), given by (2.2), (2.7), and (2.10), together with a nonlocal interface condition. This new model is shown, in Theorem 3, to converge to the classical interface model of linear elasticity.
5.1 Peridynamics Interface Conditions
The divergence of peridynamics at interfaces in the limit of vanishing nonlocality (see Theorem 2) is, in fact, not surprising. Indeed, let us consider the corresponding interface problem in linear elasticity inside a two-phase composite, with Ω=Ω +∪Ω −∪Γ as described in Sect. 4. The strong form of the elastic equilibrium interface problem is given by the following system of partial differential equations
where σ is the stress tensor given by (2.11). We emphasize that imposing interface jump conditions (the last two equations of (5.1)) is necessary for a classical solution u defined on Ω to exist. Therefore, in order to recover the interface problem in elasticity, given by (5.1) as the local limit of peridynamics inside heterogeneous media in the presence of material interfaces, we need to introduce a peridynamics interface model and impose nonlocal interface conditions such that the model satisfies the conditions C(i)–C(iii), introduced in Sect. 1 (Introduction).
We note that Theorems 1 and 2 imply that if we assume
then as δ→0,
for 1≤p<∞. This means that the following system
satisfies conditions C(i) and C(iii), and, since the peridynamics operator \(\mathcal{L}^{\delta}\) has been kept without modifications we call (5.2) peridynamics natural interface condition. However, we show in Proposition 3 that (5.2) does not satisfy requirement (ii) since the local limit of (5.2) is different from the local interface condition
By applying a coordinate translation, we may assume that the unit vector n is the normal to the interface at the origin (i.e., n=n(0)).
Lemma 5
Let \(\mathbb{K}_{\delta}\) be given by (4.11). Then
where the third-order tensor \(\mathbb{K}\) satisfies
for any second-order tensor A.
Proof
To emphasize the dependence of the set \(B^{+}_{\delta}(\mathbf {0} )\) on the normal n, we denote this set by \(B_{\delta}^{\mathbf{n}+}(\mathbf{0})\). Using spherical coordinates the unit normal n can be represented by
where 0≤ϕ≤2π and 0≤θ≤π. Define the rotation matrix
and notice that
Then, by applying the change of coordinates z=R w, we find
where in the last step we have used the facts that R −1=R T, |R T z|=|z|, and det(R −1)=1. Since the interface Γ is smooth, we may assume that, in the limit as δ→0, the set \(B_{\delta}^{\hat{\mathbf {z}}_{3} +}\) is a half ball. Thus, a straightforward calculation using spherical coordinates shows that
where the entries \(\mathbb{K}_{i j k}\) of the third-order tensor \(\mathbb{K}\) are given by
By calculating \(\mathbb{K} A\), using (5.9), and comparing it with \(\frac{3}{32} ( (A+A^{T} )\mathbf{n}+ (\operatorname{tr}(A)-A\mathbf{n}\cdot\mathbf{n} )\mathbf {n} )\), one finds that (5.6) holds true. □
Applying Lemma 5 with A=∇v we obtain the following result.
Corollary 1
Assume that v is a differentiable vector-field. Then
The local limit of peridynamics’ natural interface condition (5.2) is given by the following result.
Proposition 3
Assume that the material properties μ and λ are given by (4.1). Assume further that u is continuous on Ω and smooth on Ω∖Γ. Then for x∈Γ
Proof
Let x∈Γ. Using Corollary 1 and from (4.10), one finds that
And from (4.15) and (4.16), one finds that
Equation (5.11) follows from (5.12) and (5.13). □
Remark 5
Note that for x∈Γ and σ given by (2.11) then
Comparing (5.14) and (5.11) we conclude that the local interface condition (5.4) is not recoverable from the nonlocal interface condition (5.2).
5.2 A Peridynamic Interface Model
Let Γ δ be the set defined by
where |x−Γ| denotes the distance between the point x and the interface. We refer to this three-dimensional set as the extended interface. An illustration of this set is shown in Fig. 2.
The peridynamics material interface model, under conditions of equilibrium, is given by
where
Here \(\mathcal{L}^{\delta}\) is given by (2.2), (2.7), and (2.10), \(1_{\varGamma_{\delta}}\) is the indicator function
and the operator \(\mathcal{L}^{\delta}_{\varGamma_{\delta}}\) is defined by
Similarly, the general peridynamics material interface model is given by
The convergence of the peridynamics interface model (5.15) to the local interface model (5.1) is given by the next result.
Theorem 3
Assume that μ and λ are given by (4.1) and that the vector field u is continuous on Ω and smooth on Ω∖Γ. Then if
then as δ→0,
-
1.
$$ \mathcal{L}^\delta_* \mathbf{u}\longrightarrow \mathcal{N}\mathbf{u},\quad \textit{in}\ L^p(\varOmega)^3, \ \textit{for}\ 1\leq p<\infty, \quad \textit{and} $$(5.20)
-
2.
$$ [\sigma ]^+_-\mathbf{n}=0, \quad \textit{for}\ \mathbf {x}\in \varGamma. $$(5.21)
Remark 6
-
The first part of Theorem 3 shows that imposing the nonlocal interface condition (5.19) implies that the Navier operator \(\mathcal{N}\) is the local limit of the operator \(\mathcal{L}^{\delta}_{*}\) and, consequently, the model (5.15) satisfies C(i).
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The second part of Theorem 3 shows that the local interface condition (5.21) can be recovered from the local limit of the nonlocal interface condition (5.19) and, consequently, the model (5.15) satisfies C(ii).
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The peridynamics interface model (5.15) satisfies C(iii).
Proof
Part (1). We show that (5.19) implies (5.20).
Let x∈Ω with a distance of at least 2δ from ∂Ω. Then for x∉Γ δ , and by using (5.16) we obtain
From (5.22) and by using Theorem 1, one finds
On the other hand, for x∈Γ δ , and by using the assumption (5.19), one finds that
Since Γ δ →Γ as δ→0 and that |Γ|=0, it follows from (5.23) and (5.24) that
Using (5.25) and Lebesgue’s dominated convergence theorem, (5.20) follows.
Part (2). We show that (5.19) implies (5.21).
Let x∈Γ. Then, by multiplying both sides of (5.19) by δ and taking the limit, one obtains
Next, we show that
Equation (5.21) follows from (5.26) and (5.28). Thus, it remains to prove (5.27) to complete the proof.
From (5.16) and since x∈Γ, \(\mathcal {L}^{\delta}_{*}\mathbf{u}(\mathbf{x})\) can be written as
where
We note that the definition of \(\mathcal{L}^{\delta}_{1}\) is similar to that of \(\mathcal{L}^{\delta}_{s}\). Thus, and since μ is given by (4.1), an argument similar to the derivation of (4.10) in Lemma 3 yields
From (5.32) and (5.10), one finds that
Combining (5.33), (5.12), and (5.13), we obtain
Equation (5.27) follows from (5.34), (5.31), (5.29), and Lemma 6, completing the proof of Part (2). □
Lemma 6
Let x be a point on the interface Γ and n=n(x) be the unit normal to the interface. Assume that the vector field v is smooth on Ω∖Γ. Then
Proof
It is sufficient to show that
The Taylor expansion of v about z=y is given by
where
for some ξ on the line segment joining z and y. Using (5.37), the integral on the left hand side of (5.36) becomes
We note that by using (2.9), the first term on the right hand side of (5.39) is equal to zero and it is straightforward to show that the third term on the right hand side of (5.39) is \(\operatorname{O} (\delta ) \). Thus, by using (3.26) in the second term, equation (5.39) becomes
Since v is smooth on each side of Γ, then for y on the +side of Γ (i.e., \(\mathbf{y}\in B^{+}_{\delta}(\mathbf{x} )\)), ∇v can be expanded as
where
for some ξ + on the line segment joining x and y. Similarly, ∇v can be expanded on the −side of Γ. For \(\mathbf{y}\in B^{-}_{\delta}(\mathbf{x})\),
where
for some ξ − on the line segment joining x and y. By substituting (5.41) and (5.43) on the right hand side of (5.40) and expanding the integrals, we find
Using (5.42) and (5.44) one can easily show that the third and the fourth terms on the right hand side of (5.45) are \(\operatorname{O} (\delta ) \), and using (2.9) for the first and second terms on the right hand side of (5.45), we find
Equation (5.36) follows from (5.46) and (4.16), completing the proof. □
We conclude this section by providing a mechanical interpretation to (5.16) and (5.17). Equation (5.28) in the proof of Theorem 3 provides an important relationship between the jump in the local traction across the interface and the nonlocal operator \(\mathcal{L}^{\delta}_{*}\). This implies that, for points x∈Γ, the expression \(\frac{32}{45}\delta\mathcal{L}^{\delta}_{*}\mathbf{u}(\mathbf{x})\) represents the nonlocal analogue of \([\sigma ]^{+}_{-}\mathbf {n}\). Therefore, we can interpret \(\frac{32}{45}\delta\mathcal {L}^{\delta}_{*}\mathbf{u}(\mathbf{x})\) as the jump in the nonlocal traction across the interface. Moreover, the operator \(\mathcal{L}^{\delta}_{\varGamma_{\delta}}\), given by (5.17), can be interpreted as the missing term in peridynamics which modifies the jump in the nonlocal traction such that (5.28) holds true. Furthermore, Theorem 3 and (5.28) imply that the nonlocal interface condition (1.9b) is the nonlocal analogue of the local interface condition (1.7c) and that the peridynamic interface model given by (1.9a, 1.9b) is the nonlocal analogue of the local interface model given by (1.7a–1.7d).
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Alali, B., Gunzburger, M. Peridynamics and Material Interfaces. J Elast 120, 225–248 (2015). https://doi.org/10.1007/s10659-014-9512-3
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DOI: https://doi.org/10.1007/s10659-014-9512-3