Mixed Boundary Value Problems for the Elasticity System in Exterior Domains

: We study the properties of solutions of the mixed Dirichlet–Robin and Neumann–Robin problems for the linear system of elasticity theory in the exterior of a compact set and the asymptotic behavior of solutions of these problems at inﬁnity under the assumption that the energy integral with weight | x | a is ﬁnite for such solutions. We use the variational principle and depending on the value of the parameter a , obtain uniqueness (non-uniqueness) theorems of the mixed problems or present exact formulas for the dimension of the space of solutions.


Introduction
Let Ω ⊂ R n be an unbounded domain, Ω = R n \ G with the boundary ∂Ω ∈ C 1 , where G is a bounded simply connected domain (or a union of finitely many such domains) in R n , n ≥ 2, Ω ∪ ∂Ω = Ω is the closure of Ω, x = (x 1 , . . . , x n ), and |x| = x 2 1 + · · · + x 2 n . In the domain Ω, we consider the linear system of elasticity theory Here and in what follows, we assume summation from 1 to n over repeated indices. We also assume that the coefficients are constant and the following conditions hold: where ξ is an arbitrary symmetric matrix, {ξ i k }, ξ i k = ξ k i , |ξ| 2 = ξ i k ξ i k , and λ 1 , λ 2 are positive constants. In this paper, we study the following mixed boundary value problems: (A) Mixed Dirichlet-Robin problem: Find a vector-function u satisfying Equation (1) in Ω and the homogenous boundary conditions: (B) Mixed Neumann-Robin problem: Find a vector-function u satisfying Equation (1) in Ω and the homogenous boundary conditions: where . . , n, ν = (ν 1 , . . . , ν n ) is the unit outward normal vector to ∂Ω, τ(x) is an infinitely differentiable function on ∂Ω with uniformly bounded derivatives, and τ ≥ 0, τ ≡ 0.
Boundary-value problems for the elasticity system in bounded domains have been well studied in Fichera's monograph [1]. In [2,3], Kondratiev and Oleinik established generalizations of the Korn and Hardy inequalities for bounded domains and a wide class of unbounded domains, by means of which the main boundary value problems for the elasticity system have been investigated.
In [4], new asymptotically sharp Korn and Korn-type inequalities are proved in thin curved domains with a non-constant thickness, which are used in studying the buckling of compressed shells, in particular, when calculating the critical buckling load. In [5], the authors considered shells with zero Gaussian curvature, namely shells with one principal curvature zero and the other one having a constant sign. The authors proved that the best constant in the first Korn inequality scales as thickness to the power 3/2 for a wide range of boundary conditions at the thin edges of the shell. Their method is to prove, for each of the three mutually orthogonal two-dimensional cross-sections of the shell, a "first-and-a-half Korn inequality"-a hybrid between the classical first and second Korn inequalities.
We also note the work in [6], where the authors considered the general class of external cusps determined by combining the corresponding regions of John. For this class, weighted Korn inequalities are proved using simple reasoning.
As we know, when Ω is unbounded, it is also necessary to characterize the behavior of a solution at infinity. As a rule, this is done using a finiteness condition of the Dirichlet integral D(u, Ω) or the energy integral E(u, Ω), or a condition on the nature of the decay of the modulus of a solution as |x| → ∞. Such conditions at infinity are natural and were studied by several authors (e.g., [2,3,7,8]).
In this note, we study the properties of generalized solutions of the mixed Dirichlet-Robin and Neumann-Robin problems for the elasticity system in the exterior of a compact set with a finiteness condition of the weighted energy integral: In various classes of unbounded domains with finite weighted energy (Dirichlet) integral, the authors of [9][10][11][12][13][14][15][16][17][18][19][20] studied uniqueness (non-uniqueness) problem and found the dimensions of the spaces of solutions of boundary value problems for the elasticity system and the biharmonic (polyharmonic) equation.
Developing the approach based on inequalities of Korn and Hardy type [2,3,8], we succeed here in obtaining a uniqueness (non-uniqueness) criterion for solutions of the Neumann-Robin problem for the elasticity system. To construct solutions, we use a variational method, that is, we minimize the corresponding functional in the class of admissible functions.
We denote by H 1 (Ω, Γ), Γ ⊂ Ω the Sobolev space of functions in Ω obtained by the completion of C ∞ (Ω) vanishing in a neighborhood of Γ with respect to the norm By the cone K in R n with vertex at x 0 , we mean a domain such that if, x − x 0 ∈ K, then λ(x − x 0 ) ∈ K for all λ > 0. We assume that the origin x 0 = 0 lies outside Ω. (1) in Ω is a vector-valued function u ∈ H 1 loc (Ω) such that, for any vector-valued function ϕ ∈ C ∞ 0 (Ω), the following integral identity holds
For n = 2, the fundamental solution has a representation Γ(x) = S(x) ln |x| + T(x), where S(x) and T(x) are square matrices of order 2 whose entries are homogeneous functions of order zero [22].
We can now use Theorem 1 of [7] since it is based on Lemma 2 of [7], which imposes no constraints on the sign of σ . Hence, the expansion Hence, by the definition of v, we obtain Equation (4) with P(x) = P 0 (x) + Ax. Now, let a + n = 0. Then, for each ε > 0,

Lemma 2. Let u be a solution of the system in Equation
Then, for all x ∈ Ω, the equality in Equation (4) holds with u β , satisfying an estimate similar to that in Lemma 1; in addition, P(x) = Ax + B, where A is a constant skew-symmetric matrix and B is a constant vector.
Proof. Let u be a solution of the system in Equation (1) in Ω. Then, by Lemma 1, we have where P(x) is a polynomial, ord P(x) ≤ 1, and Let us prove that P(x) = Ax + B, where A is a constant skew-symmetric matrix and B is a constant vector. Obviously, if E a (u, Ω) < ∞ and a ≥ 0, then E(u, Ω) < ∞.
Let P(x) = Ax + B, that is, P i (x) = ∑ n j=1 a ij x j + b i . Then, where a ij are the entries of A. The last integral converges if and only if a ij = −a ji , that is, A is a constant skew-symmetric matrix.
Assume that there exists k and l such that a kl + a lk = 0. Then, Hence, This contradiction demonstrates that a kl = −a lk for all k and l, which completes the proof. (1) and (2) is a vector-valued (1) and (3) is a vector-valued function u ∈ • H 1 loc (Ω), such that the integral identity in Equation (5) holds for each vector-valued function ϕ ∈ C ∞ 0 (R n ). (1) and (2) with the condition E(u, Ω) < ∞ has n(n + 1)/2 linearly independent solutions if n ≥ 3, and one linearly independent solution if n = 2. (1) and (2) with the condition E a (u, Ω) < ∞ has: (i) only trivial solution for n ≤ a < ∞;

Theorem 4. The mixed Neumann-Robin problem in Equations
The results of this article are included in the plenary report in "IX Annual International Meeting of the Georgian Mechanical Union" and presented at the "International Conference on Related Problems of Continuum Mechanics" (11-13 October 2018, Tbilisi, Kutaisi, Georgia).

Conflicts of Interest:
The author declares no conflict of interest.