Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences
You have accessResearch articles

Size-dependent energy in crystal plasticity and continuum dislocation models

    Abstract

    In the light of recent progress in coarsening the discrete dislocation mechanics, we consider two questions relevant for the development of a mesoscale, size-dependent plasticity: (i) can the phenomenological expression for size-dependent energy, as quadratic form of Nye's dislocation density tensor, be justified from the point of view of dislocation mechanics and under what conditions? (ii) how can physical or phenomenological expressions for size-dependent energy be computed from dislocation mechanics in the general case of elastically anisotropic crystal? The analysis based on material and slip system symmetries implies the negative answer to the first question. However, the coarsening method developed in response to the second question, and based on the physical interpretation of the size-dependent energy as the coarsening error in dislocation interaction energy, introduces additional symmetries. The result is that the equivalence between the phenomenological and the physical expressions is possible, but only if the multiplicity of characteristic lengths associated with different slip systems, is sacrificed. Finally, we discuss the consequences of the assumption that a single length scale governs the plasticity of a crystal, and note that the plastic dissipation at interfaces has a strong dependence on the length scale embedded in the energy expression.

    1. Introduction

    Following numerous observations of size effects in plasticity of metals and Ashby's [1] analysis of geometrically necessary and statistically stored dislocations (GND and SSD), equally numerous phenomenological theories have appeared in the past two decades, of which we take Gurtin's [2] crystal plasticity as the representative one. In addition to the theories directly concerned with plasticity of crystals, some generalized continua inspired by early works in polar or micromorphic continua, [3,4] such as the microcurl theory [5,6], include the size-dependent crystal plasticity, as a special case. Finally, the special class of dynamical theories, statistical continuum dislocation dynamics (SCDD), is under development [79]. This formulation includes the dynamic evolution of dislocations represented as continuum density fields.

    The size-dependent portion of internal energy is typically a function of Nye's [10] or Kröner's [11] dislocation density tensor, or its finite deformation generalization [12,13]. Because this portion of energy has its roots in elastic interactions of dislocations, the quadratic form leading to a linear constitutive law is appropriate

    12A:M:A=12AjiMijklAlk.1.1
    The components of Nye's [10] dislocation density tensor A are defined as the components of the net Burgers vector in a representative volume element (RVE) associated with dislocation line directions. If the dislocation segment type1I(I=1,…,NT) is defined by its Burgers vector bI and its line direction ξI, and each type is characterized by its density (line length per unit volume) ρI, then the Nye's tensor is given as the sum of dyads
    A=I=1NTρIbIξI=I=1NT(ρb)IsIξI;b=|b|;s=bb.1.2
    The densities (ρb)I are, in general, not uniquely defined from the Nye's tensor [14].

    Dimensionally, the components of the rank-4 constitutive tensor M are products of an elastic modulus and the square of a characteristic length responsible for size-dependence. The phenomenological theories, based on the existence of representation (1.1), also rely on the ability to (in principle) fit the components of M to experimental data.

    Advances in experimental methods, in particular EBSD, have allowed researchers to measure lattice curvatures at very small scales [1517] and compute the Nye's tensor from the lattice curvature tensor. Naturally, the question of deconstruction of Nye's tensor into dislocation densities arises. Because purely kinematic deconstruction is not unique, additional conditions, typically minimization of some norms of dislocation densities, are used to obtain a unique deconstruction2 . The quadratic form (1.1) is one such norm.

    In this paper, we compare the phenomenological size-dependent energy (1.1) to analogous energy representations in recently developed physical theories [18,19]. Because the later are developed on the basis of dislocation mechanics, they serve as the benchmark for the phenomenological expression (1.1). The main questions addressed in this paper are

    1. Can the phenomenological size-dependent energy (1.1) represent the physical expressions, and under which conditions?

    2. How can the size-dependent energy be computed on the basis of dislocation mechanics?

    The paper is organized as follows.

    In §2, we discuss the material symmetries that must be satisfied by the tensor M (1.1). In §3, the summary of physical theories, based on dislocation mechanics and statistics of dislocations, is given. In §4, we discuss the mathematical equivalence conditions between the phenomenological and physical theories, whereas in §5, we consider additional symmetries arising from the geometry of slip systems. Section 6 is devoted to the method of coarsening dislocation mechanics to compute the size-dependent energy. We conclude the paper in §7, with the discussion on the importance of multiple length scales.

    2. Material symmetries

    The tensor M is subjected to the major symmetry restriction imposed by the quadratic form3 (1.1):

    Mijkl=Mklij,2.1
    so that it can have no more than 45 independent components.

    The Nye's tensor, as defined in (1.2), is a dyadic product of vectors which are transformed by an orthogonal transformation in a standard way. Let Q be an orthogonal transformation. Then

    A=Q2A=Aij(Qei)(Qej);M=Q4M=Mijkl(Qei)(Qej)(Qek)(Qel),}2.2
    where asterisk is the Rayleigh product [20] and 〈Q4 is the fourth Kronecker power of Q [21]. The energy (1.1) is a scalar invariant. We note, for later use, that transformations (2.2) are linear. Further, if Q is in the symmetry group of the material, M is invariant under the transformation
    Q4M=M.2.3
    Symmetries of tensors analogous to M have been analysed in the context of polar continua, where non-symmetric tensors, such as A, enter quadratic forms describing energy densities [2123]. For materials with isotropic, cubic and hexagonal symmetries, there are three, four and eight independent constants, respectively. Define the canonical orthonormal crystal base triad ei(i=1,2,3). For cubic crystals, the canonical base is aligned with the edges of the cubic unit cell. Further, let pi(i=1,2,3) be an arbitrary orthonormal base. In the isotropic case, the canonical system plays no special role, so that the tensor M and the elastic stiffness tensor C can be written as
    M=M1pipipjpj+M2pipjpjpi+M3pipjpipj;C=C1pipipjpj+C2(pipjpjpi+pipjpipj).}2.4
    For material with cubic symmetries
    M=M0α=13eαeαeαeα+M1pipipjpj+M2pipjpjpi+M3pipjpipj;C=C0α=13eαeαeαeα+C1pipipjpj+C2(pipjpjpi+pipjpipj).}2.5
    The usual summation over repeated indices applies, unless Greek alphabet is used.

    3. Physical theories and length scales

    We are aware of only two attempts to derive the size-dependent energy from the mechanics of discrete dislocations. Motivated by needs of SCDD needs, Groma [24] and Groma et al. [18] consider a two-dimensional random field of dislocations and apply the analysis based on the self-consistent method (‘Debye screening’). Not surprisingly, the analysis of a random field yields a single characteristic length—the average spacing of dislocations. Noting that such characteristic length evolves on a slower timescale than plastic deformation, the results can be linearized. Upon generalizing to three-dimensional, the size-dependent portion of the total energy will take the form

    12{ρb}T[K]{ρb}=12I=1NTJ=1NT(ρb)IKIJ(ρb)J.3.1
    The quadratic form in (3.1) requires the symmetry
    KIJ=KJI.3.2
    Dimensionally, KIJ are products of elastic moduli and the square of the characteristic length. The Burgers vector, bI in (1.2), is defined relative to line direction ξI, so that the pairs (b, ξ) and (−b, −ξ) count as a single type. This ambiguity is resolved if dislocation densities are defined from slip gradients [25], as follows.

    The standard definition of the slip system α(α=1,…,NS) includes the slip plane normal mα and the slip direction sα. Both are unit vectors and the latter is parallel to the Burgers vector. The triad (sα, mα, tα=sα×mα) forms the local orthonormal basis for the slip system. The slip field γα(x) is associated with each slip system. The in-plane components of its gradient define the partial densities of edge (⊥) and screw (⊙) dislocations, i.e. the densities resulting only from slip evolution on that slip system

    gα=sαγα;gα=tαγα;gα=gαtα+gαsα.3.3
    Nye's dislocation density tensor A can be defined from the partial densities:
    A=α=1NSsα(mα×gα)=α=1NS(gαsαsα+gαsαtα).3.4
    As in the case of definition (1.2), the inverse mapping is not unique, i.e. the partial densities are not uniquely defined from the Nye's tensor.

    The list of partial densities {g} has 2NS elements, and the list of densities {ρ} has NT elements. Because some slip systems share slip direction, and stationary screw dislocations are oblivious to the slip plane: NT≤2NS. For example, in fcc crystals, 2NS=24 and NT=18. The kinematic redundancy in description (3.3) is resolved by simply adding the components gα of the two slip systems (α and α′) which share the slip direction

    (ρb)IζI=gαsα+gαsα.3.5
    The compliance with any local definition of Burgers vector [26] is accomplished by requiring that the dislocation line direction, ξ, always follows one rule with respect to mα: either the right-hand rule or the left-hand rule [25].

    We note that both sets of dislocation densities {ρ} and {g} are crystallographic densities, i.e. defined with respect to crystallographic slip systems. In general, stationary dislocations may be formed as the result of relaxation and need not be constrained with slip system geometry [14].

    In contrast to Groma's approach, Mesarovic et al. [19] consider an ordered field of periodically stacked pile-ups against an obstacle (i.e. interface).4 Each slip system carries a characteristic length, ℓα, interpreted as the average spacing of discrete slip planes for that slip system. These evolve with deformation, but on a timescale slower than slips. We note that these lengths are in fact associated with slip planes, rather than with slip systems, so that they need not all be independent. For example, for fcc crystals, at any material point, there will be only four characteristic lengths, each covering three slip systems. The overall form has similarities with Gurtin's [2] formulation and the energy term analogous to (1.1) is a quadratic form of in-plane slip gradients for each slip system

    12α=1NSβ=1NSgαDαβgβ.3.6
    Rank-two constitutive tensors Dαβ have the form
    Dαβ=αβdαβ=αβ[dαβsαsβ+dαβsαtβ+dαβtαsβ+dαβtαtβ].3.7
    Clearly, dαβ=dβα, so that
    Dαβ=[Dβα]T.3.8
    It will be shown shortly that this symmetry is equivalent to (2.1).

    The length-free components dXYαβ are proportional to elastic constants and depend on the relative orientation of the two systems (see §6a). While explicitly derived only for isotropic elasticity [19], it is clear that the general form of (3.7) will be the same for the anisotropic case,5 except that the components dXYαβ will depend not only on the relative orientation of the two systems, but also on their orientation with respect to the canonical crystal basis.

    The physical interpretation of additional energy terms (3.6) is the coarsening error in interaction energy of dislocations. More precisely, it is the difference in energy computed from discrete dislocations as line defect, and the energy computed from the kinematically equivalent, smooth Nye's fields. Proper interpretation of Groma's analysis leads to the same physical interpretation of additional energy (3.1). We emphasize that the interaction energy of dislocations represented as continuous densities is included in the simple (size-independent) elastic–plastic continuum as the strain energy associated with incompatible elastic strains [27,28]. What remains is the energy error caused by smoothing out discrete dislocations into density fields. Moreover, this energy error is localized to the region of the size comparable to the characteristic length (i.e. they are short-range). The irreducibly non-local portion of dislocation interactions (i.e. the long-range interactions) is entirely contained within the classic size-independent elastic–plastic continuum.

    4. Connection between physical and phenomenological theories

    Whether one considers random or ordered dislocations arrays, with multiple lengths or a single one, it is clear that the energy expressed in terms of densities, either (3.1) or (3.6), must be regarded as the proper physical basis for the energy expressed in terms of Nye's components (1.1). If Nye's tensor A allowed a unique deconstruction into densities {(ρb)I} (1.2) or {gα} (3.4), the analysis would be simple; substitution of such linear inverses into either (3.1) or (3.6) would yield the unique values for the components of tensor M in (1.1) in terms of [K], or Dαβ. However, in addition to physical ambiguity of pseudo-inversion of (1.2) on the basis of norm minimization, the resulting pseudo-inverse relations are nonlinear and do not yield a unique M in (1.1). Therefore, it is of interest to understand in what sense (1.1) approximates the physical expressions (3.1) and (3.6), as well as if there are any special cases when the representation (1.1) is correct.

    In trying to reconcile (3.6) and (1.1), it is convenient to use a somewhat different formulation of (1.1): AT:M¯:A, where the components of M¯ are obtained by simply switching the first two indices of M. Then, upon equating (1.1) and (3.6), and substituting (3.7) into this equality, we obtain

    α=1NSβ=1NSgαDαβgβ=α=1NSβ=1NSgα[mα×(sαM¯sβ)×mβ]gβ.4.1
    The equality (4.1) is valid for arbitrary combination of vectors gα, so that
    Dαβ=mα×(sαM¯sβ)×mβ;α,β=1,,NS.4.2
    Upon transforming the symmetry relation (2.1) into
    M¯ijkl=Mjikl=Mklji=M¯lkji,
    it is easily shown that symmetries (3.8) and (2.1) are equivalent.

    Thus, there are NS(NS+1)/2 tensor equations (3.7), or 2NS(NS+1) scalar conditions, which are to be satisfied by no more than 45 independent components M. For fcc crystals with 12 slip systems, the number of scalar conditions is 312. As material symmetries impose additional restrictions on M, the slip system geometry also imposes additional restrictions on Dαβ. This problem is addressed in §5.

    Should the multiplicity of length scales be discarded (either for physical reasons or for mathematical convenience), there would be a reduction in the number of independent material constants. From (3.5), for each pair of slip planes that share slip direction, α and α′,

    dXαβ=dXαβ;X=,.4.3
    An analysis, analogous to the one leading to (4.2), can be applied to the other definition of the size-dependent energy (3.1), yielding
    KIJ=ξI(sIM¯sJ)ξJ=(ξs)I:M¯:(sξ)J;I,J=1,,NT4.4
    With symmetric [K] and M, the maximum number of independent conditions (4.4) is NT(NT+1)/2 (171 for fcc). The reduction in the number of independent scalar conditions, from (4.2) to (4.4), is accompanied by the loss of multiplicity of characteristic lengths.

    At first sight, it does not appear that the phenomenological energy (1.1) can represent the physical expressions (3.1) or (3.6). Nevertheless, we proceed with the analysis, in the hope of understanding the approximation introduced by the phenomenological energy. To that end, we first expand (4.2) into scalar edge–screw interactions. Upon substituting m=t×s in (4.2) and using εδ equality

    Dαβ=(st)α:M:(st)β=Mjiklsiαtjαtkβslβ;Dαβ=(ts)α:M:(ss)β=Mjiklsiαtjαskβslβ;Dαβ=(ss)α:M:(st)β=Mjiklsiαsjαtkβslβ;Dαβ=(ss)α:M:(ss)β=Mjiklsiαsjαskβslβ.}4.5

    5. Additional symmetries of slip systems

    To determine the number of independent parameters dXYαβ(X,Y=,) in (3.7), and thus (with a single length scale), the number of independent conditions (4.2), (4.4)), we consider symmetries in the slip system geometry. Most material symmetry groups contain rotations and mirror reflection. The summary of the most important rules is as follows.

    1. For a family of slip systems (i.e. the set of slip systems obtained by applying the symmetry operations on a single slip system), it is sufficient to count independent interactions of a single slip system with other slip system. All other interaction coefficients are dependent, i.e. obtainable by application of a symmetry operation.

    2. Moreover, if the system β can be obtained from the system α by applying symmetry operations which are in the material symmetry group, then the interaction between α-screw and β-edge is identical to the interaction between α-edge and β-screw, i.e. dαβ=dβα, so that the interaction matrices are symmetric:

      Dαβ=[Dαβ]T.5.1
      Consequently, only three of four components of Dαβ are independent. We emphasize that this is only true within a family of slip systems.

      Let the systems (β, Y) and (β′, Y′) be mirror images with respect to the mirror plane m.

    3. If m is orthogonal to the dislocation line (α, X):

      dYαβ=dYαβ(mξ)5.2
      and
      dYαβ=dYαβ(mξ).5.3

    4. If m is parallel to the dislocation line (α, X):

      dYαβ=dYαβ(mξ)5.4
      and
      dYαβ=dYαβ(mξmb).5.5
      Note that the last rule (5.5) requires that the mirror plane be orthogonal to the edge Burgers vector, which, in general, need not be the case.

    5. Finally, if one of the screws lies in the mirror plane and the other is orthogonal to that plane, their interaction vanishes.

    (a) Fcc slip systems

    The {111}/1¯10 family of fcc slip systems is easily visualized as a regular octahedron (figure 1a) with each slip plane represented twice. To count the independent energy coefficients, we enumerate slip planes as A, B, C and D, each having three slip systems, as shown in figure 1b. We then count the independent interactions with the slip system A1. The relevant mirror planes are shown in figure 1c. The rule (1) reduces the number of independent interaction coefficients to 36. This number is further reduced by application of the mirror rules (5.3)–(5.5) to 13, listed in table 1. There are only two independent interactions between the screws, four independent screw–edge interactions (including the interactions within the same slip plane), and seven independent edge–edge interactions. The last number is the largest, because there are no mirror planes orthogonal to the edge dislocation lines, so that (5.2) is not applicable.

    Figure 1.

    Figure 1. (a) Geometry of fcc slip planes: four slip planes form a half of the regular octahedron. Edges are slip directions. (b) Top view of the octahedron with enumeration of slip systems. (c) One slip plane with directions of screw and edge dislocations and relevant mirror planes (m), corresponding to the rules (5.3)–(5.5) in the text.

    Table 1.Independent energy coefficients for the {111}/1¯10 family of slip systems in an fcc crystal. The slip system ordering (A1–D3) is shown in figure 1b. The numbers reflect the arbitrary order in which the interactions have been considered, except 0 which signifies vanishing interaction.

    A1A2A3B1B2B3C1C2C3D1D2D3total
    ⊙⊙1220221220222
    ⊙⊥3445663445664
    ⊥⊥78891011121313911107

    (b) Bcc slip systems

    The {110}/1¯11 family of slip systems consists of six slip planes, each hosting two slip directions. Screw dislocations lie in the mirror planes, so that (5.4) applies. Rules (1) and (2) apply, so we consider only interactions of one slip system.

    The four possible screws give three independent screw–screw interactions: self + pair of mirrored screws +1. There are 12 edges, giving seven independent screw–edge interactions: five mirrored pairs + within the same plane +1. Edge–edge interactions are not subjected to any symmetry reductions, so that their number is 12. The total number of independent interactions, for the {110}/1¯11 family alone, is 22.

    The {211}/1¯11 family of slip systems consists of 12 slip planes, each hosting one slip direction. The same symmetry (5.4) applies, so that the total number of independent interactions within this slip system family is also 22.

    If both families are active, the number of interactions is much larger, but owing to the condition (5.4), smaller than the nominal number. With four screws and 24 edges, the nominal number is NT(NT+1)/2=406.

    6. Computation of the size-dependent energy by coarsening the discrete dislocation energies

    In previous sections, we attempted to deduce the number of independent constants required to compute dislocation interactions, solely on the basis of crystal and slip symmetries. The purpose of this analysis is to determine whether a global representation of size-dependent energy (1.1) in terms of Nye's field represents the physical theories. Based on such discussion, the answer to the above question is negative. In general, the global representation (1.1) is not equivalent to the physical models (3.1) and (3.6), not even if all the characteristic lengths of various slip systems are equal.

    Thus far, we have not addressed the question of how may the constitutive tensors, M (1.1) and Dαβ (3.6), or the constitutive matrix [K] (3.1), be computed. To compute the size-dependent energy from dislocation mechanics, some form of spatial coarsening method is required. In other words, any local representation of size-dependent energy, such as (3.1) or (3.6), is necessarily a local approximation to the exact (within the discrete dislocation mechanics) non-local form. The approximation method is likely to include additional symmetries, so that the question of equivalence between the phenomenological (1.1) and physical (3.1, 3.6) expressions of size-dependent energy must be reconsidered.

    To that end, we first write a more explicit mathematical description of the physical interpretation of the size-dependent energy as the coarsening error in dislocation interaction energies. Consider a continuum (coarse) description of dislocations. Dislocations of type α are characterized by continuum field ρα, its Burgers vector bαsα, and its line direction ξα. The interaction energy of the two types of dislocations can be represented as

    Ecoarseαβ=12VdVαVdVβ(ρb)α(ρb)βR(sαξα):L:(ξβsβ),6.1
    where dVα=dx1αdx2αdx3α, R=|R|, R=xβxα, whereas the rank-four two-point tensor field L is a function the direction r=R/R: L(r). Such expression has been derived for isotropic elasticity [27,29]. Owing to the complexity of anisotropic interactions, an explicit expression (6.1) for the anisotropic case has not been formulated. In §6b, we show that such expression can, in principle, be derived. In §6c, we provide some details for the case of cubic symmetries.

    Consider now the discrete description of dislocations, ρ^α, characterized formally as a set of three-dimensional Dirac delta functions6 . The expression for interaction energy is analogous to (6.1)

    Ediscreteαβ=12VdVαdVβ(ρ^b)α(ρ^b)βR(sαξα):L:(ξβsβ).6.2
    Because the energy (6.1) is already included in the standard size-independent continuum (as the strain energy corresponding to incompatible elastic strains), the size-dependent energy, given by either (1.1), or (3.1), or (3.6), represents the difference between the ‘exact’ (discrete) energy (6.2) and the coarse energy (6.1)
    EdiscreteαβEcoarseαβ=12VdVαVdVβ(ρ^ρ)αbα(ρ^ρ)βbβR(sαξα):L:(ξβsβ)6.3
    The key mathematical difference between (6.3) and (6.1)–(6.2) is that while the kernels in (6.1)–(6.2) are essentially non-local (long-range interactions), the kernel in (6.3) is localized (short-range) to the small values of R. Both physical theories discussed here [18,19] rely on that fact, albeit for different assumed arrangement of dislocations. The kernels are given explicitly and graphically in reference [19] for isotropic elasticity, single slip system and stacked pile-ups configuration7 . While the kernels for anisotropic case and interaction between different types of dislocations have not been derived explicitly, powerful intuitive arguments indicate that the localization property holds8 . Thus, each slip system is characterized with the characteristic length ℓα, such that for R>ℓα the kernel in (6.3) vanishes, i.e. the interaction energies between remote dislocations are insensitive to the representation of dislocations (discrete or smeared).

    Consider a RVE with volume VRVE. When interpreted in view of (6.3), the representation (3.1) embodies the claim that

    EdiscreteαβEcoarseαβVRVE=12(ρb)αKαβ(ρb)β.6.4
    In view of the localization property in (6.3), let the RVE be the sphere with radius αβ. If the discrete distribution is a uniform distribution of Dirac delta functions, it seems reasonable to assume the proportionality
    KαβVRVEdVαVRVEdVβ1R(sαξα):L:(ξβsβ)=(sαξα):[VRVEdVαVRVEdVβ1RL]:(ξβsβ).6.5
    The tensor field L is independent of the choice of slip systems (dislocation types) α and β, but the double integral depends on the characteristic lengths. In analogy to (4.4), we can write
    Kαβ=(sαξα):M¯αβ:(ξβsβ);M¯αβ12VRVEdVαVRVEdVβ1RL(r).6.6
    For the spherical RVE, the integrals over distance and direction separate. Let S0 be the surface of the unit sphere. Then
    M¯αβαβS0dSL(r).6.7
    It is clear that the tensor M¯, as defined in (4.4), cannot exist in the general case. However, if the characteristic lengths are assumed equal, ℓα=ℓ for all α, the expression
    M¯2S0dSL(r),6.8
    provides a recipe for computing M¯ (or M). Although conceptually simple and easily implemented for isotropic elasticity, the computations are significantly more complicated in the anisotropic case.

    We first consider the case of elastic isotropy. Then, we return to the general anisotropic case in §6b, where we discuss the properties of the tensor M¯ obtained by the averaging procedure described in this section and leading to (6.8).

    (a) Elastically isotropic crystal

    To analyse the isotropic case, we substitute the isotropic tensor M (2.4) into (4.5)

    Dαβ=M2(sαtβ)(tαsβ)+M3(sαsβ)(tαtβ);Dαβ=(M2+M3)(sαsβ)(tαsβ);Dαβ=(M2+M3)(sαsβ)(sαtβ)andDαβ=M1+(M2+M3)(sαsβ)2.}6.9
    In the isotropic case, the tensor L is computed as [27]
    Lijkl2μ(2δikδjlδijδkl)E¯(δikδjlδilδjkmijrmrnnkl),6.10
    where μ is the shear modulus, E¯ is the plane strain modulus, E¯=2μ/(1ν), with ν being the Poisson ratio.

    Mesarovic et al. [19] derived the size-dependent energy for dislocations belonging to the same slip system

    12gαDααgα,6.11
    with
    Dαα=ααE¯12,Dαα=ααμ12,Dαα=Dαα=0.6.12
    Then, using proportionality (6.7), and noting that upon integration the last term in (6.10) vanishes, we obtain9
    Dαβ=αβE¯12(sαsβ)(tαtβ)+αβ2μE¯12(sβtα)(sαtβ);Dαβ=αβ2μ12(sαsβ)(tαsβ);Dαβ=αβ2μ12(sαsβ)(sαtβ)andDαβ=αβ2μ12[(sαsβ)212].}6.13
    Comparison between (6.9) and (6.13) gives a triplet of coefficients for each pair of slip systems
    M1αβ=αβμ12;M2αβ=αβ2μE¯12;M3αβ=αβE¯12.6.14
    Clearly, these do not form a unique tensor M (2.4) in the general case. However, if the characteristic lengths are identical, we obtain
    M1=212μ;M2=212(2μE¯);M3=212E¯.6.15
    Moreover, only two of three coefficients in (2.4) are independent
    M2=2M1M36.16
    and
    Mijkl=μ212(δijδkl+2δjkδli)+E¯212(δjlδikδjkδli).6.17
    In summary, for the case of elastic isotropy and a single characteristic length, the phenomenological energy representation (1.1) corresponds to the physical representation (3.6).

    It is instructive to contrast the reduction in the number of independent constants from 3 to 2 for tensors M and C. The elasticity tensor C has only two independent constants because it possesses the minor symmetry: CIJkl=CJIkl=CJIlk. With reference to (2.3), this implies C2C3. However, the tensor M (6.17) does not possess the minor symmetry. The reduction in the number of independent coefficients (6.16) follows from dimensional analysis and its dependence on C.

    (b) Anisotropic crystal

    Consider two dislocation segments, α and β, with Burgers vectors bαsα and bβsβ. Let infinitesimal segments vectors dxαξα and dxβξβ be located at xα and xβ (figure 2). Define

    R=xβxα;R=|R|;r=RR.6.18
    In the plane orthogonal to the unit vector r, choose an arbitrary direction and define the unit vector n(ϕ), where ϕ is measured from the chosen direction.
    Figure 2.

    Figure 2. Geometry for interaction of two infinitesimal dislocation segments located at xα and xβ. (Online version in colour.)

    From the major symmetry and positive definiteness of the elasticity tensor C, it follows that the rank-two tensor

    M=nCn,6.19
    is symmetric and positive definite. Next, define the rank-four tensor
    L=n×[(Cn)M1(nC)C]×n.6.20
    The elementary interaction between two infinitesimal segments can be written as [31,32]
    18π2bαdxαbβdxβR(sαξα):[02πLdφ]:(ξβsβ).6.21
    The integration domain in (6.21) is the unit circle in the plane shown in figure 2, which we denote c0. Then, following (6.5) to (6.8), we write
    L(C,r)c0L(C,r,n)dφ;M¯(C)2S0dSc0dcL(C,r,n).6.22
    The second equation corresponds to the case where all characteristic lengths are identical. Integral over the unit circle c0 is the integral over all directions n in the plane shown in figure 2, whereas in the outer integral over the unit sphere S0 is the integral over all spatial directions r.

    From (6.19) and (6.20), the tensor L is a homogeneous function of order 1 of the tensor C:

    L(λC,r,n)=λL(C,r,n).6.23
    The integration over directions r and n in (6.22) does not affect the homogeneity, so that the tensor M¯ is also a homogeneous function of order 1 of C:
    M¯(λC)=λM¯(C).6.24
    Let the symmetry operation Q be in the material symmetry group, so that the components of C are invariant under this symmetry operation
    Q4C=1C.6.25
    Then, with λ=1 in (6.24)
    M¯(Q4C)=M¯(C).6.26
    Thus, M¯ is invariant under all transformations that leave C invariant. In appendix A, we show that the tensor M¯ transforms in a manner that satisfies the principle of material frame indifference (2.2) for rank-four tensors, i.e.
    M¯(Q4C)=Q4M¯(C).6.27
    Therefore, if all the characteristic lengths are equal, the tensor M¯ (6.8) is uniquely defined, so that in this case, the phenomenological expression (1.1) is justified.

    Moreover, we expect the tensor M¯ to have the same number of independent constants as C, for the same reason as in the isotropic case, cf. discussion after (6.17). However, we were unable to prove that the relationship which reduces the number of independent constants, such as (6.16) for isotropic case, is linear in the general case. The difficulty lies in the fact that order 1 homogeneity (6.23)–(6.24) between a tensor and its tensor function does not imply linear relationship between the components of the two tensors.

    As an aside, we prove in appendix B that the tensor M¯ satisfies the index reversal symmetry

    M¯ijkl=M¯lkji,6.28
    for any symmetry group. While isotropic and cubic symmetry groups (§2) include this symmetry, other symmetry groups do not10 . Assuming that the major symmetry is given, the reversal symmetry follows from the minor symmetry, but the converse is not true.

    If the characteristic lengths are not equal, we rewrite (6.7) as

    M¯αβ(C)αβm¯(C);m¯(C)=S0dSc0dcL(C,r,n).6.29
    Now, the tensor m¯ inherits all the symmetries (and the number of independent constants) from the elasticity tensor C, but there is no unique tensor M¯ (nor M). Thus, the phenomenological expression (1.1) as quadratic form of Nye's densities cannot be physically justified in this case.

    (c) Cubic crystals

    In the case of cubic crystal, three independent elastic constants are required (2.5). Assume that the interactions within one slip system are known

    Dαα=ααd,Dαα=ααd,Dαα=Dαα=ααd.6.30
    The three coefficients: d⊥⊥, d⊙⊙ and d⊥⊙, and the proportionality (6.7), are sufficient to compute all interaction matrices Dαβ, provided that all characteristic lengths are known. Moreover, if all characteristic lengths are identical, the global representation in terms of Nye's fields (1.1) applies. The computation of (6.29) is the most involved step. The details of such computations for isotropic case are given in references [19,30]. In summary, this amounts to computing both energy of discrete dislocation assembly and its continuous representation, then approximating the thus obtained non-local difference by a local expression. Assuming that such result is available, it remains to perform integration (6.22). From (2.5) and (6.19)
    M=C0α=13nα2eαeα+(C1+C2)nn+C2pjpj6.31
    The simplest method to compute the inverse appears to be the application of the Cayley–Hamilton theorem
    M1=1detM(M2IM+III);I=trM;II=12(I2trM2).6.32
    The determinant is computed as
    detM=C22(C0+C1+2C2)+C2C0(C0+2C1+2C2)(n12n22+n22n32+n32n12)+C02(C0+3C1+3C2)n12n22n32,6.33
    where the components of n are in the canonical crystal system: n=niei. The integral
    02π[n×[(Cn)M1(nC)C]×n]dϕ,6.34
    can now be computed by means of (6.32)–(6.33) and with C given by (2.5). To that end, the vector n can be described in the local coordinate system
    p3=r;n=cosϕp1+sinϕp2andni=cosϕp1i+sinϕp2i;pji=pjei;pj=pjiei.}6.35

    7. Summary and discussion—the relevance of multiple length scales

    In this paper, we have addressed two questions relevant for development of size-dependent plasticity theory:

    1. Can the phenomenological expression for size-dependent energy 1/2A:M:A represent the physical expressions (i.e. derived from dislocation mechanics): 1/2{ρb}T[K]{ρb}, or equivalently, 12αβgαDαβgβ, and under which conditions?

    2. How can physical or phenomenological expressions for size-dependent energy be computed from dislocation mechanics?

    The answer to the first question, based solely on the analysis of material and slip symmetries, is that the equivalence between the phenomenological and physical expressions is not possible, even if the multiplicity of characteristic lengths is sacrificed. The physical expressions require much larger number of independent constants than the number allowed to the phenomenological expression by the material symmetries.

    The coarsening method developed in §6 is based on the physical interpretation of the size-dependent energy as the coarsening error in dislocation interaction energy (or, equivalently, the strain energy associated with incompatible elastic strains). It amounts to a local approximation of a non-local (but localized to a small domain) expression and includes the following assumptions:

    (A) The coarsening error in interaction between two sets of dislocations is proportional to the total energy.

    (B) The spatial averaging over the spherical RVE whose size is the geometric mean of characteristic lengths associated with the two slip systems.

    Such coarsening procedure introduces additional symmetries. Nevertheless, the answer to the first question is still negative for the general case. However, if all characteristic lengths are equal, the equivalence between phenomenological and physical expressions is possible. Moreover, the number of independent coefficients in the phenomenological expression is lower than the one predicted by material symmetries.

    Given the mathematical convenience of the phenomenological expression, the question of error incurred by assuming that all slip systems have the same characteristic length, deserves some consideration. In Mesarovic et al. [19], the physical interpretation of the characteristic length of a slip system is the average spacing between the stacked pile-ups of dislocations. Each characteristic length evolves with plastic deformation, as illustrated in figure 3a. In early stages of deformation of a well-annealed crystal, the characteristic length is determined by the average spacing between the Frank–Read sources. With continuing deformation, dislocation multiplication by the double cross-slip mechanism introduces a new—typically much smaller—spacing, so that the spacing distribution between stacked pile-ups is bi-modal in the intermediate stages of deformation. In the later stages, the characteristic double cross-slip distance dominates. If the second slip system is activated at later stages of deformation, the two characteristic lengths will be very different, as shown in figure 3b.

    Figure 3.

    Figure 3. Pile-ups at a crystal boundary. (a) Evolution of the characteristic length for single slip. (b) Activation of the second slip systems at a later stage of deformation leads to a large difference in characteristic lengths associated with the two systems.

    In small volumes where interfaces dominate, the dissipative dislocation-interface reactions (penetration, dissociation, relaxation) are critical for determining the macroscopic behaviour of materials. Computation of energy is the essential first step in determining the dissipation mechanism at the boundary. Calculations using both, discrete dislocation dynamics [33] and the continuum model [34], indicate that the length scale (i.e. the spacing between slip planes) is relevant. This is illustrated in figure 4, for the simple configuration of thin film with symmetric double slip. The characteristic length has little or no effect on the initial yield, but its effect on hardening is significant.

    Figure 4.

    Figure 4. (a) Configuration of the thin film with symmetric double slip. Stress–strain graphs for various characteristic lengths: (b) Discrete dislocation dynamics [33]; (c) continuum theory [34].

    In summary, while the assumption of equal characteristic lengths, combined with the coarsening method proposed in §6, allows for the energy representation as the quadratic form of Nye's tensor, such representation should be used with caution, as it erases potentially important effects of dissimilar characteristic length in different slip systems.

    Data accessibility

    All data are included in the manuscript.

    Author contributions

    J.P.J. contributed proofs in the appendices and contributed to the symmetry analysis in §6b,c. S.F. contributed to the formulation of the problem (§3), material symmetry analysis (§2) and crystal symmetry analysis (§5). S.Dj.M. contributed to the formulation of the problem (§3), formulated the connection between the physical and phenomenological theories (§4), performed the crystal symmetry analysis (§5), formulated the coarsening method (§6) and drafted the manuscript.

    Funding statement

    The work of S.Dj.M. was supported in parts by: visiting professorship at Centre des Matériaux, Mines ParisTech, France; US scholar grant by Fulbright Foundation; and, the professional leave programme at Washington State University.

    Conflict of interests

    We have no competing interests.

    Appendix A. Material frame indifference of M¯

    Consider an orthogonal transformation Q as a transformation of the coordinate system. The vector n (figure 2) is a material vector. Thus, any transformation of the coordinate system must be accompanied by transformation of n

    n=QnA 1
    We aim to prove that
    L(Q4C,Qn)=Q4L(C,n),A 2
    where
    L=n×(PC)×n;P=(Cn)M1(nC);M=nCn.A 3
    The components of the tensor M transform as
    Mjk=niCijklnl=QixnxQipQjqQkrQlsCpqrsQlyny.A 4
    For orthogonal transformations, QixQip=δxp, so that
    Mjk=QjqQkrδpxnxCpqrsδsyny=QjqQkrMqr.A 5
    The inverse of a tensor transforms in the same way as the original tensor, so that
    (M1)jk=QjqQkr(M1)qr.A 6
    Next, it is easily shown, using the orthogonality of the transformation as in (A 4)–(A 5), that
    Pijkl=QipQjqQkrQlsPpqrs.A 7
    Then, we express the transformation of L
    Lxjky=xminm(PC)ijklntylt=xmiQmznzQipxpQjqQkrQls(PC)pqrsQtwnwylt.A 8
    Consider the expression denoted xp and multiply it by δ=QQβα:
    δxbxmiQmzQipnz=xmiQmzQipQxaQbanz=(detQ)zpaQbanz.A 9
    It follows that
    xmiQmzQipnz=(detQ)zpaQxanz.A 10
    Applying the similar transformation to the terms at the tail end of (A 8), we obtain
    yltQlsQtwnw=(detQ)swcQycnw.A 11
    Upon substitution into (A 8)
    Lxjky=(detQ)2QxaQjqQkrQycazpnz(PC)pqrsnwswc.A 12
    Upon noting that detQ=±1 for proper/improper orthogonal transformation (rotation/inversion), we obtain
    Lxjky=QxαQjqQkrQyγLαqrγ.A 13
    Finally, from (6.20)
    M¯=const.×S0dSc0dcQ4L=const.×Q4S0dSc0dcL=Q4M¯.A 14

    Appendix B. Reversal symmetry of M¯

    Following (A 3), we show that

    (n×P×n)ijkl=(n×P×n)lkji.B 1
    Similar property for n×C×n is easily proven, implying the reversal symmetry of L
    Lijkl=Llkji.B 2
    Then, because the integration over directions in (6.22) is a linear operation, the reversal symmetry of M¯ (6.28) follows.

    To prove (B 1), we first note that the major and minor symmetry of C, and the symmetry of M1, imply the major and minor symmetry of P:

    Pijkl=CijpqnqMpr1nsCsrkl=CklrsnsMrp1nqCqpij=Pklij=Pjikl.B 3
    Then
    (n×P×n)ijkl=ipqnpPqjkrnsrsl=lsrnsPkrqjnp(qpi)=lsrnsPrkjqnpqpi=(n×P×n)lkji.B 4

    Footnotes

    1 To simplify the discussion, we consider, without loss of generality, straight segment in a RVE.

    2 The resulting pseudo-inversion to (1.2) is nonlinear and involves a particularly vexing type of nonlinearity with Boolean queries on linear combinations of Nye's components. See Kysar et al.[17] for an illustrative example.

    3 The skew portion (MijklMklij) does not contribute to (1.1). Alternatively, one may invoke the elastic reciprocity theorem.

    4 In this case, the separate two-dimensional analysis of screw and edge components of pile-ups is justified by decoupling of screws and edge component as anti-plane and plane strain whenever such decoupling is allowed by material symmetries. In addition to isotropic elasticity, such decoupling occurs if the material symmetry group includes the mirror plane orthogonal to the dislocation line.

    5 Any rank-2 tensor can be represented on a dual basis, say (s,m,t)α,β. The quadratic form (3.6) of vectors lying in slip planes α and β makes all components with dyads involving mα or mβ energetically impotent, so that only components included in (3.7) remain.

    6 Alternatively, one may consider a set of sharp peaks with a certain width, which in the limit of zero width approach Dirac delta functions.

    7 For illustration of essentially non-local kernels of (6.1) and (6.2) in isotropic elasticity, see Baskaran et al.[30].

    8 Consider a discrete dislocation and its equivalent smeared distribution, both in an infinite elastic solid. In both cases, the interaction energies with another defect are essentially non-local, i.e. without a cut-off distance. The statement that the difference between the two cases is localized amounts to the statement that for a defect sufficiently removed from the dislocation core, the exact representation of dislocation does not affect the interaction energy.

    9 The coefficients in (6.13) have been derived in reference [19], but for a different convention, and with an error in the edge–edge interactions. Here, we correct the error and give results for the convention used in this paper: ξα=sα,ξα=tα.

    10 The reversal jkkj is in fact invariance to the rotation by π/2 (or identity if j=k), which is included in the cubic and isotropic groups, but not in all the symmetry groups.

    References