Startseite A discrete crystal model in three dimensions: The line-tension limit for dislocations
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A discrete crystal model in three dimensions: The line-tension limit for dislocations

  • Sergio Conti ORCID logo , Adriana Garroni EMAIL logo und Michael Ortiz ORCID logo
Veröffentlicht/Copyright: 17. November 2024

Abstract

We propose a discrete lattice model of the energy of dislocations in three-dimensional crystals which properly accounts for lattice symmetry and geometry, arbitrary harmonic interatomic interactions, elastic deformations and discrete crystallographic slip on the full complement of slip systems of the crystal class. Under the assumption of diluteness, we show that the discrete energy converges, in the sense of Γ-convergence, to a line-tension energy defined on Volterra line dislocations, regarded as integral vector-valued currents supported on rectifiable curves. Remarkably, the line-tension limit is of the same form as that derived from semidiscrete models of linear elastic dislocations based on a core cutoff regularization. In particular, the line-tension energy follows from a cell relaxation and differs from the classical ansatz, which is quadratic in the Burgers vector.

MSC 2020: 49S05; 74E15

Communicated by Ulisse Stefanelli


Award Identifier / Grant number: 211504053 – SFB 1060

Award Identifier / Grant number: 390685813

Award Identifier / Grant number: GZ 2047/1

Funding source: NextGenerationEU

Award Identifier / Grant number: CUP B53D23009320006

Funding statement: This work was partially funded by the Deutsche Forschungsgemeinschaft (DFG, German Research Foundation) via project 211504053 – SFB 1060, and project 390685813, GZ 2047/1. Adriana Garroni acknowledges the financial support of PRIN 2022J4FYNJ “Variational methods for stationary and evolution problems with singularities and interfaces”, PNRR Italia Domani, funded by the European Union via the program NextGenerationEU, CUP B53D23009320006.

A Extension

A.1 Rigidity

We first recall a rigidity result from [12], which is based on Korn’s inequality and on the Bourgain–Brezis critical integrability bound [10], and extend it to smaller exponents.

Proposition A.1 (From [12]).

Let Ω R 3 be a bounded connected Lipschitz set, q [ 1 , 3 2 ] . Then there is a constant c = c ( Ω , q ) such that for any β L q ( Ω ; R 3 × 3 ) there is S R skew 3 × 3 such that

β - S L q ( Ω ) c β + β T L q ( Ω ) + c | curl β | ( Ω ) .

The corresponding statement holds in any dimension and in the geometrically nonlinear case, with the same proof.

Proof.

The important case is the critical exponent q = 3 2 , which was proven in [12]. The case q [ 1 , 3 2 ) follows from the same argument, and we briefly mention the changes using the notation of [12] and referring to formulas in that proof. For clarity we work in generic dimension n, proving the assertion for q 1 * = n - 1 n . One starts with the unit cube; [12, equation (8)] holds unchanged and gives by Hölder a bound for Y in L q ( Q ) , Q := ( 0 , 1 ) n . Equation [12, equation (9)] becomes

D u + D u T L q ( Q ) β + β T L q ( Q ) + c curl β L 1 ( Q ) ,

which by Korn’s inequality implies the assertion if Ω = Q .

After scaling to Q r = ( 0 , r ) n , this leads to (cf. [12, equation (11), note that the right-hand side of that equation should contain β instead of Du])

β - R L q ( Q r ) β + β T L q ( Q r ) + c | Q r | 1 q - 1 1 * curl β L 1 ( Q r ) .

The next part of the proof, up to [12, equation (16)], is unchanged, replacing s by q. Then [12, equation (17)] becomes

Ω dist q ( x , Ω ) | D R | q 𝑑 x c j [ β + β T L q ( Q j ) q + c | Q j | 1 - q 1 * | curl β | ( Q j ) q ] .

Since q 1 * , the factor | Q j | 1 - q 1 * is uniformly bounded and can be dropped. Therefore, as in [12, equation (17)],

Ω dist q ( x , Ω ) | D R | q d x c β + β T L q ( Ω ) q + c j | curl β | ( Ω ) q - 1 | curl β | ( Q j ) c β + β T L q ( Ω ) q + c | curl β | ( Ω ) q .

This concludes the proof. ∎

A.2 Extension in cylinders

Proof of Lemma 4.7.

We divide the proof into three steps.

Step 1. We show that, for every d , β L p ( ω out ; d × 3 ) with curl β = 0 in ω out , there is β ^ L p ( ω ; d × 3 ) such that β ^ = β on ω out , curl β ^ = 0 on ω ( { 0 } × ( 0 , ) ) , and

(A.1) β ^ L p ( ω in ) C β L p ( ω out ) .

By scaling, we can assume ρ = 1 . Since the curl is computed row-wise, it suffices to consider the case that β is a vector, i.e., d = 1 , and we can identify column vectors with row vectors. For λ ( 3 2 , 2 ) chosen below, we set θ ( t ) := λ + ( 1 - λ ) t . We observe that θ is a bijective map from [ 0 , 1 ] onto [ 1 , λ ] and that θ ( 1 ) = 1 . We define φ : ω in ( { 0 } × ( 0 , ) ) ω out as

φ ( x ) := x | x | θ ( | x | ) + x 3 e 3 ,

where x := ( x 1 , x 2 , 0 ) denotes the projection of x onto the plane spanned by e 1 and e 2 . We compute

D φ ( x ) = ( Id 2 - x x | x | 2 ) 1 | x | θ ( | x | ) + x x | x | 2 θ ( | x | ) + e 3 e 3 ,

where Id 2 := e 1 e 1 + e 2 e 2 3 × 3 is the identity matrix in the first 2 × 2 block. In particular, D φ ( x ) is symmetric and has eigenvalues

(A.2) λ | x | + 1 - λ , 1 - λ , 1 .

We define

β ^ ( x ) := { β ( x ) if  x ω out , D φ T ( x ) β ( φ ( x ) ) if  x ω in .

In ω in , we compute

D β ^ = D φ T D β φ D φ + β φ D 2 φ ,

which componentwise reads

j β ^ i = j ( ( i φ h ) ( β h φ ) ) = ( i φ h ) ( k β h ) φ j φ k + ( i j φ h ) ( β h φ ) .

Since curl β = 0 on ω out , we have that D β is a symmetric matrix. Hence, D β ^ is symmetric and curl β ^ = 0 in ω in ( { 0 } × ) . Let x ω in ω out and let τ be a vector tangential to ω in ω out in x. Since φ ( x ) = x on this set, we have D φ ( x ) τ = τ . Therefore, the traces satisfy

( D φ ( x ) T β ( φ ( x ) ) ) τ = β ( x ) D φ ( x ) τ = β ( x ) τ .

This proves that curl β ^ = 0 in ω ( { 0 } × ) .

It remains to estimate the norm. By (A.2) and λ ( 3 2 , 2 ) , we obtain

| D φ | p ( x ) C | x | p - 1 | det D φ | ( x ) .

From the definition of θ we obtain | x | = λ - θ ( | x | ) λ - 1 . We compute

(A.3) ω in | β ^ | p 𝑑 x ω in | D φ | p | β φ | p 𝑑 x ω in C | x | p - 1 | det D φ ( x ) | | β ( φ ( x ) ) | p d x = ω in C ( λ - 1 ) p - 1 | λ - θ ( | x | ) | p - 1 | det D φ ( x ) | | β ( φ ( x ) ) | p d x = ω out C ( λ - 1 ) p - 1 ( λ - | y | ) p - 1 | β ( y ) | p χ { | y | < λ } 𝑑 y ,

where χ { | y | < λ } = 1 if | y | := | ( y 1 , y 2 ) | < λ and 0 otherwise. We set

f ( λ ) := ω out | β ( y ) | p ( λ - | y | ) p - 1 χ { | y | < λ } 𝑑 y

and average over all possible choices of λ. Recalling that p [ 1 , 2 ) ,

1 2 f ( λ ) 𝑑 λ = ω out | y | 2 | β ( y ) | p ( λ - | y | ) p - 1 𝑑 λ 𝑑 y = 1 2 - p ω out | β ( y ) | p ( 2 - | y | ) 2 - p 𝑑 y c * ω out | β | p 𝑑 y .

Therefore, there is λ ( 3 2 , 2 ) such that f ( λ ) 2 c * β L p ( ω out ) p . Inserting in (A.3) concludes the proof of (A.1).

Step 2: Proof of (4.6). By scaling, we can work with ρ = 1 and 1 . Let N := 2 2 , z j := j ( - 1 2 ) / N , so that 0 = z 0 < z 1 < < z N = - 1 2 and z i + 1 - z i = ( - 1 2 ) / ( 2 2 ) [ 1 8 , 1 4 ) . Consider the sets ω i := B 2 × ( z i , z i + 1 2 ) , ω i out := ( B 2 B 1 ) × ( z i , z i + 1 2 ) , ω i in := B 1 × ( z i , z i + 1 2 ) . By Korn’s inequality, for every i there is R i skew 3 × 3 such that

(A.4) β - R i L p ( ω i out ) C β + β T L p ( ω i out ) .

Since z i + 1 z i + 1 4 , we obtain 3 ( ω i out ω i + 1 out ) 3 4 π and, therefore,

(A.5) | R i - R i + 1 | C β + β T L p ( ω i out ω i + 1 out ) .

We define the affine isometries u i : 3 3 as

u i ( x ) := R i x + d i ,

where d 0 = 0 and d i + 1 := d i + R i e 3 z i - R i + 1 e 3 z i , so that

(A.6) u i - u i + 1 W 1 , p ( ω i ω i + 1 ) c | R i - R i + 1 | .

We fix a partition of unity θ 0 , , θ N C ( ; [ 0 , 1 ] ) , with i θ i ( t ) = 1 for all t and supp θ 0 ( - , 1 / 2 ) , supp θ N ( z N , ) , supp θ i ( z i , z i + 1 2 ) for 1 i N - 1 , and | θ i | ( t ) C for all i { 0 , , N } and all t . We define u : 3 3 as

u ( x ) := i = 0 N θ i ( x 3 ) u i ( x )

and observe that

D u ( x ) - D u j ( x ) = i = 0 N θ i ( x 3 ) ( D u i - D u j ) ( x ) + θ i ( x 3 ) ( u i - u j ) ( x ) e 3 ,

where, for x ω j , only the terms with j - 4 i j + 4 are relevant. With (A.6), (A.5) and D u j + D u j T = 0 , we obtain

(A.7) D u + D u T L p ( ω ) c β + β T L p ( ω out ) ,

and similarly with (A.4)

(A.8) D u - β L p ( ω out ) c β + β T L p ( ω out ) .

We apply Step 1 to the function β - D u and obtain a function β ^ L p ( ω ; 3 × 3 ) with curl β ^ concentrated on { 0 } × ( 0 , ) and

β ^ L p ( ω in ) c β - D u L p ( ω out ) .

We set β ~ := D u + β ^ , so that curl β ~ = curl β ^ in ω and β ~ = β in ω out , and use (A.7) and (A.8) to obtain

β ~ + β ~ T L p ( ω in ) D u + D u T L p ( ω in ) + 2 β ^ L p ( ω in ) c β + β T L p ( ω out ) + c β - D u L p ( ω out ) c β + β T L p ( ω out ) .

Step 3: Structure of curl β , case θ = 0 . The extension provided above, together with Lemma 4.5, gives that there exists θ d such that curl β ~ = θ e 3 1 ( { 0 } × ( 0 , ) ) . In the case θ = 0 , this implies that β ~ is a gradient in ω. Therefore, there a function u W 1 , p ( ω out ; d ) such that D u = β . By standard extension argument in Sobolev spaces, an extension u ~ of u in W 1 , p ( ω ; d ) is obtained, and a redefinition β ~ := D u ~ . Hence, Step 2 is unchanged for every p [ 1 , ) . ∎

A.3 Extension in balls

Proof of Lemma 4.8.

We divide the proof into three steps.

Step 1. We show that for every p [ 1 , 2 ] , d , if β L p ( ω out ; d × 3 ) with curl β = 0 in ω out is given, then there is β ~ L p ( ω ; d × 3 ) such that β ~ = β on ω out , curl β ~ = 0 on ω := ω in ω out , and

(A.9) β ~ L p ( ω in ) 2 1 p β L p ( ω out ) .

The construction is similar that in Step 1 of the proof of Lemma 4.7. Also in this case, we work in the case ρ = 1 and d = 1 . We set θ ( t ) := 2 - t and consider φ : B 1 { 0 } B 2 B 1 defined as

φ ( x ) := x | x | θ ( | x | ) .

We observe that φ ( ( 0 , 1 ] v i ) = [ 1 , 2 ) v i , so that φ ( ω in { 0 } ) ω out . We compute

D φ ( x ) = ( Id - x x | x | 2 ) 1 | x | θ ( | x | ) + x x | x | 2 θ ( | x | ) .

In particular, D φ ( x ) is symmetric and has eigenvalues

(A.10) 2 | x | - 1 , 2 | x | - 1 , - 1 ,

so that | det D ϕ | ( x ) = ( 2 | x | - 1 ) 2 1 and

(A.11) | D φ | 2 ( x ) = 2 | det D φ | ( x ) + 1 3 | det D φ | ( x ) for all  x ω in .

We define

β ~ ( x ) := { β ( x ) if  x ω out , D φ T ( x ) β ( φ ( x ) ) if  x ω in .

By the same computation as in Lemma 4.7, curl β ~ = 0 in B 2 i [ 0 , 2 ) v i .

We compute as in (A.3), and using (A.11), p 2 and | D φ | ( x ) 1 pointwise, we have

ω in | β ~ | p d x ω in | D φ | p | β φ | p d x ω in 3 | det D φ ( x ) | | β ( φ ( x ) ) | p d x = ω out 3 | β ( y ) | p d y ,

which concludes the proof of (A.9).

Step 2: Proof of (4.7). By scaling, it suffices to consider the case ρ = 1 . As p 3 2 , by the rigidity estimate of Proposition A.1 there is S skew 3 × 3 such that

β - S L p ( ω out ) c β + β T L p ( ω out ) + c | curl β | ( B 2 B 1 ) .

By Step 1, we can obtain an extension β ~ of β - S such that

β ~ L p ( ω in ) c β - S L p ( ω out ) .

The map β ^ := S + β ~ satisfies | β ^ + β ^ T | = | β ~ + β ~ T | pointwise and, therefore, (4.7).

The proof of (4.8) is analogous, using Korn’s inequality instead of Proposition A.1.

Step 3: Structure of curl β ^ . Since β ^ L 1 ( B 2 ; 3 × 3 ) and curl β ^ = 0 on B 2 i [ 0 , 2 ) v i , it follows from Lemma 4.5 that in ( 𝒟 ( B 2 { 0 } ; 3 × 3 ) ) we obtain curl β ^ | B 2 { 0 } = i θ i v i 1 ( 0 , 2 ) v i . It remains to deal with the origin. Fix a test function η C c ( B 2 ; 3 × 3 ) and, for any r ( 0 , 1 / 2 ) , select h r C c ( B 2 r ) such that h r = 1 on B r and | D h r | 2 r . We write

(A.12) B 2 β ^ curl η d x = B 2 B r β ^ curl ( ( 1 - h r ) η ) 𝑑 x + B 2 r β ^ curl ( h r η ) 𝑑 x = - i θ i v i ( 0 , 2 ) v i ( 1 - h r ) η 𝑑 1 + B 2 r β ^ curl ( h r η ) 𝑑 x

and estimate the last term using

B 2 r | β ^ | | curl ( h r η ) | d x ( c r η L + c D η L ) B 2 r | β ^ | d x C η β ^ L 3 2 ( B 2 r ) ,

where C η depends on η but not on r. Taking the limit r 0 in (A.12) leads to

B 2 β ^ curl η d x = - i θ i v i ( 0 , 2 ) v i η 𝑑 1

for every η C c ( B 2 ; 3 × 3 ) , as desired. ∎

B Notation

Discrete structure:

  1. is a lattice, see Definition 2.1;

  2. 𝒩 is a set of bonds, see Definition 2.1;

  3. 𝒞 is a cluster, see Definition 2.1;

  4. a 1 , , a n are a basis for , see Definition 2.4 and Definition 2.1;

  5. T n is a lattice simplex, see Definition 2.4;

  6. T * := i T i is a unit cell of , see Definition 2.4;

  7. T i are the elementary tetrahedra defined in Definition 2.4;

  8. vert ( T ) is the set of vertices of the simplex T, see Definition 2.8;

  9. edges ( T ) is the set of edges of the simplex T, see Definition 2.8;

  10. 𝒞 𝒩 set of bonds inside a cluster; see Definition 2.6;

  11. D 𝒞 set of deformations on 𝒞 𝒩 ; see Definition 2.6;

  12. Bo ε Ω is the set of bonds in Ω, see Definition 2.8;

  13. 𝒯 ε Ω is the set of lattice simplices in Ω, see Definition 2.8;

  14. Cl ε Ω are the centers of the clusters contained in Ω, see (2.12);

  15. ( b l , m l ) , l = 1 , , N s , are slip systems, see Definition 2.9;

  16. complete set of slip systems, see Definition 2.11;

  17. * denotes the dual lattice, see Definition 2.9;

  18. is the lattice of possible Burgers vectors, see Definition 2.9.

Elastic kinematics:

  1. u : ε Ω n is the displacement field, see Definition 2.3 and Definition 2.8;

  2. d u : Bo 1 Ω n is a discrete deformation gradient, see Definition 2.3;

  3. d ε u : Bo ε Ω n is a scaled discrete displacement gradient, see Definition 2.8 and Remark 3.2;

  4. ξ admissible deformation, see Definition 2.3, (2.1) and (2.11);

  5. ξ F admissible deformation corresponding to F n × n , see Definition 2.6;

  6. L ξ : Ω n × n interpolation of discrete deformation, see Definition 2.15;

  7. η is the continuum curl-free strain.

Plastic kinematics:

  1. ζ are the discrete slip parameters;

  2. ξ pl : Bo ε Ω ε is a discrete plastic strain, see Definition 2.10;

  3. P = ( x 0 , x 1 , , x K ) ε -discrete path, see Definition 2.12;

  4. P closed and/or elementary path, see Definition 2.12;

  5. concatenation of paths, see Definition 2.12;

  6. circ ( ξ , P ) over P, see Definition 2.12;

  7. ξ : Bo ε ω n exact, see Definition 2.12;

  8. ( μ , β ) ρ-compatible, see Definition 4.2;

  9. Core ε ( ξ , Ω ) or Core ε ( ξ ) is the core region, see Definition 2.19.

Dilute dislocations:

  1. 𝒜 ε d ( Ω ) and 𝒜 ε d ( Ω , k ε , α ε , m ) see Definition 2.23 and (2.27);

  2. P ( Ω , k , α ) set of ( k , α ) dilute curves in Ω, see Definition 2.22;

  3. 1 ( Ω ) and 1 ( Ω ) are divergence-free matrix-valued measures and their -valued counterpart, see text before Definition 4.1;

  4. 1 ( Ω , k , α ) dilute dislocation measures, see Definition 4.1.

Energies:

  1. E 𝒞 energy on a cluster, see Definition 2.6;

  2. E 𝒞 0 canonical lower bound for E 𝒞 , see Definition 2.6;

  3. matrix of elastic constants, see Definition 2.6 and (2.9);

  4. E ε [ ξ ε , Ω ] total energy in Ω, see (2.14);

  5. τ ε x translation operator, see (2.14).

Interpolation and extension:

  1. I ε u is the piecewise affine interpolation, see Definition 3.1;

  2. J ε v is the piecewise constant interpolation, see Definition 3.1;

  3. ψ δ and ψ δ ε , continuous and discrete mollifiers, see equation 3.7 and equation 3.8;

  4. E μ and β μ , extension of a dislocation measure and corresponding strain field, see equation (4.2).

Sets:

  1. Ω r := { x Ω : dist ( x , Ω ) > r } ;

  2. Ω r ( γ ) := { x Ω : dist ( x , γ Ω ) > r } ;

  3. B r ( E ) := ( E ) r := { x : dist ( x , E ) < r } .

Constants:

  1. k * factor for the reduction to elementary paths, Lemma 2.18, k * d 𝒞 ;

  2. c e x t is the constant in the extension Proposition 4.4;

  3. d T * is twice the diameter of T * , see (2.2), d T * d 𝒞 ;

  4. d 𝒞 is twice the diameter of 𝒞 , see (2.3), d T * d 𝒞 k * ;

  5. m is the radius of the core in Definition 2.23, m k * .

Other:

  1. Df denotes the weak gradient of a function f W loc 1 , 1 and the distributional derivative of a function f BV loc .

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Received: 2024-01-09
Accepted: 2024-09-24
Published Online: 2024-11-17
Published in Print: 2025-04-01

© 2024 Walter de Gruyter GmbH, Berlin/Boston

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