Memoirs on Differential Equations and Mathematical Physics Volume 45, 2008, 85–115 L. Giorgashvili, G. Karseladze, G. Sadunishvili SOLUTION OF A BOUNDARY VALUE PROBLEM OF STATICS OF TWO-COMPONENT ELASTIC MIXTURES FOR A SPACE WITH TWO NONINTERSECTING SPHERICAL CAVITIES Abstract. Using a general representation of solutions of a system of homogeneous differential equations of statics of two-component elastic mixtures which is expressed by six harmonic functions, we study boundary value problems of statics of two-component elastic mixtures for a space with two nonintersecting spherical cavities when different boundary conditions are given on the spherical surfaces. The uniqueness theorems are proved. The solution of the considered problems is reduced to the investigation of an infinite system of linear algebraic equations. It is proved that such systems are quasiregular. The question of regularity of the partial displacement vector is studied. 2000 Mathematics Subject Classification. 35J55, 75H20, 74H25. Key words and phrases. Elasticity theory, theory of mixtures, Green’s formula, regular functions. $ $ ! # ' $ & ! % $ ! # # " $ 87 Solution of a Boundary Value Problem of Statics Introduction In recent years, considerable progress has been made in the investigation of physical and mechanical properties of composite materials, a stressstrained state of structural elements with regard for their structure. The results of the investigation in the composite material technology area have applications in various spheres of industry and engineering. The present work is dedicated to the effective solution of static problems of the linear theory of a mixture of two isotropic elastic materials. We use the fundamental equations derived in Green, Naghdi [6], Steel [14] and Green, Steel [7]. Some of the problems touched upon in the present work were considered in various aspects by other authors. For example, Atkin, Chadwick, Steel [1], Knops, Steel [10], Natroshvili, Jagmaidze, Svanadze [13] are dedicated to the uniqueness theorems of various linearized dynamic problems of the mixture theory. Effective solutions of problems of statics and steady-state oscillations of the elastic mixture theory are obtained for a ball in [4] and [13]. In the present work, a new approach is proposed to the solution of boundary value problems for concrete domains. 1. Some Notation, Auxiliary Formulas and Theorems The three-dimensional Euclidean space is denoted by R3 , and the points (vectors) of this space by x, y, z. The coordinates of these points in the basis e1 = (1, 0, 0)> , e2 = (0, 1, 0)> , e3 = (0, 0, 1)> are denoted by x1 , x2 , x3 ; y1 , y2 , y3 ; z1 , z2 , z3 . > is the transposition symbol. We denote by Ω+ a finite domain from R3 with the boundary ∂Ω, and + + by Ω− the complement of the set Ω to R3 (Ω− = R3 \ Ω ). If a function Φ(x) defined in Ω+ [Ω− ] is continuously extendable at a point z ∈ ∂Ω, then we denote by [Φ(z)]+ ([Φ(z)]− ) the limit [Φ(z)]+ = +lim Φ(x) [Φ(z)]− = −lim Φ(x) . Ω 3x→z Ω 3x→z We denote by r, ϑ, ϕ (0 ≤ r < +∞, 0 ≤ ϑ ≤ π, 0 ≤ ϕ < 2π) the spherical coordinates of a point x ∈ R3 . Let us introduce the following vectors [12], [16]: (m) Xmk (ϑ, ϕ) = er Yk (ϑ, ϕ), k ≥ 0, 1 eϕ ∂ (m) ∂ Y (ϑ, ϕ), Ymk (ϑ, ϕ) = p + eϑ ∂ϑ sin ϑ ∂ϕ k k(k + 1) e 1 ∂ (m) ∂ ϑ Zmk (ϑ, ϕ) = p Y (ϑ, ϕ), − eϕ ∂ϑ k k(k + 1) sin ϑ ∂ϕ where |m| ≤ k, er , eϑ , eϕ are the unit orthogonal vectors > er = cos ϕ sin ϑ, sin ϕ sin ϑ, cos ϑ , > eϑ = cos ϕ cos ϑ, sin ϕ cos ϑ, − sin ϑ , k ≥ 1, k ≥ 1, (1.1) 88 L. Giorgashvili, G. Karseladze, G. Sadunishvili eϕ = (− sin ϕ, cos ϕ, 0)> , s 2k + 1 (k − m)! (m) (m) Yk (ϑ, ϕ) = · P (cos ϑ)eimϕ , 4π (k + m)! k (1.2) (m) Pk (cos ϑ) is the first kind adjoint Legendre function of k-th degree and m-th order [15]. In the sequel, under a vector we mean a one-column matrix. On the sphere of unit radius the set Xmk (ϑ, ϕ), Ymk (ϑ, ϕ), Zmk (ϑ, ϕ) |m|≤k, k=0,∞ forms a complete orthonormalized system of vector functions in the space L2 . The following identities are valid [2]: (m) er · Xmk (ϑ, ϕ) = Yk (ϑ, ϕ), er · Ymk (ϑ, ϕ) = 0, er · Zmk (ϑ, ϕ) = 0, er × Xmk (ϑ, ϕ) = 0, er × Ymk (ϑ, ϕ) = −Zmk (ϑ, ϕ), er × Zmk (ϑ, ϕ) = Ymk (ϑ, ϕ), p da(r) k(k+1) (m) Xmk (ϑ, ϕ)+ a(r)Ymk (ϑ, ϕ), grad a(r)Yk (ϑ, ϕ) = dr r p (m) rot xa(r)Yk (ϑ, ϕ) = k(k + 1) a(r)Zmk (ϑ, ϕ), (m) rot rot xa(r)Yk (ϑ, ϕ) = d 1 p k(k+1) a(r)Xmk (ϑ, ϕ)+ k(k+1) + a(r)Ymk (ϑ, ϕ), = r dr r d 2 (m) div a(r)Xmk (ϑ, ϕ) = a(r)Yk (ϑ, ϕ), + dr r p a(r) (m) div a(r)Ymk (ϑ, ϕ) = − k(k + 1) Yk (ϑ, ϕ), r (1.3) div a(r)Zmk (ϑ, ϕ) = 0, p a(r) Zm k (ϑ, ϕ), rot a(r)Xmk (ϑ, ϕ) = k(k + 1) r 1 d a(r)Zmk (ϑ, ϕ), rot a(r)Ymk (ϑ, ϕ) = − + dr r rot a(r)Zmk (ϑ, ϕ) = d p 1 a(r) = k(k + 1) a(r)Ymk (ϑ, ϕ), Xm k (ϑ, ϕ) + + r dr r d d 2 grad div a(r)Xmk (ϑ, ϕ) = a(r)Xmk (ϑ, ϕ)+ + dr dr r p k(k + 1) d 2 + a(r)Ymk (ϑ, ϕ), + r r dr grad div a(r)Ymk (ϑ, ϕ) = p k(k+1) d 1 k(k+1) − a(r)Xmk (ϑ, ϕ)− a(r)Ymk (ϑ, ϕ), =− r dr r r2 89 Solution of a Boundary Value Problem of Statics where a(r) is a function of r, x = (x1 , x2 , x3 )> , a · b; a × b are the scalar and the vector product of the vectors a and b, respectively. Taking into account the recurrent relations of Legendre polynomials and the orthogonality of the vectors (1.1), we obtain ∞ X k X (m) ej ak (r)Yk k=0 m=−k + ∞ X h k X k=1 m=−k (j,1) (ϑ, ϕ) = −a1 (r)η00 (A00 )X00 (ϑ, ϕ)+ i (j,2) (j,1) ak−1 (r)ηmk (Amk ) − ak+1 (r)ηmk (Amk ) Xmk (ϑ, ϕ)+ h1 i p 1 (j,2) (j,1) + k(k+1) ak−1 (r)ηmk (Amk)+ ak+1 (r)ηmk (Amk) Ymk (ϑ, ϕ)+ k k+1 a (r) k (j,3) j+1 p +(−1) ηmk (Amk )Zmk (ϑ, ϕ) , j = 1, 2, k(k + 1) ∞ X k X 1 (ϑ, ϕ)Amk = √ a1 (r)A01 X00 (ϑ, ϕ)+ 3 k=0 m=−k r h ∞ X k X k 2 − m2 ak−1 (r)Amk−1 + + 4k 2 − 1 k=1 m=−k s i (k + 1)2 − m2 + ak+1 (r)Amk+1 Xmk (ϑ, ϕ)+ (2k + 1)(2k + 3) h 1 r k 2 − m2 p + k(k + 1) ak−1 (r)Amk−1 − k 4k 2 − 1 s i (k + 1)2 − m2 1 ak+1 (r)Amk+1 Ymk (ϑ, ϕ)+ − k + 1 (2k + 1)(2k + 3) im ak (r)Amk Zmk (ϑ, ϕ) , +p k(k + 1) (m) e3 ak (r)Yk (1.4) where Amk is a constant and ak (r) is a function of r, s δ1j + iδ2j (k + m + 1)(k + m + 2) = Am+1k+1 + 2 (2k + 1)(2k + 3) s (k − m + 1)(k − m + 2) j Am−1k+1 , + (−1) (2k + 1)(2k + 3) r (k − m)(k − m − 1) δ1j + iδ2j (j,2) Am+1k−1 + ηmk (Amk ) = 2 4k 2 − 1 r (k + m)(k + m − 1) j + (−1) (1.5) Am−1k−1 , 4k 2 − 1 (j,1) ηmk (Amk ) 90 L. Giorgashvili, G. Karseladze, G. Sadunishvili δ2j + iδ1j hp (k − m)(k + m + 1) Am+1k − 2 i p − (−1)j (k + m)(k − m + 1) Am−1k , j = 1, 2, √ δ`j is the Kronecker symbol, i = −1. Using the formulas (1.3) and taking into account the identity (m) (m) ej × grad ak (r)Yk (ϑ, ϕ) = − rot ej ak (r)Yk (ϑ, ϕ) , j = 1, 2, 3, (j,3) ηmk (Amk ) = from (1.4) we obtain ∞ X k X (m) ∂j ak (r)Yk (ϑ, ϕ)Amk = k=0 m=−k ∞ X k X ak (r) (j,3) ηmk (Amk )Xmk (ϑ, ϕ)+ r k=1 m=−k d 1 1 (j,3) ak (r)ηmk (Amk )Ymk (ϑ, ϕ)+ +p + r k(k + 1) dr p k + 2 1 d (j,1) j ak+1 (r)ηmk (Amk )+ + +(−1) k(k + 1) k + 1 dr r 1d k − 1 (j,2) + ak−1 (r)ηmk (Amk ) Zmk (ϑ, ϕ) , j = 1, 2, (1.6) − k dr r ∞ X k ∞ X k X X im (m) ∂3 ak (r)Yk (ϑ, ϕ)Amk = − ak (r)Amk Xmk (ϑ, ϕ)− r k=0m=−k k=1m=−k d im 1 −p ak (r)Amk Ymk (ϑ, ϕ)+ + r k(k + 1) dr r 2 p k − 1 1 k − m2 d + k(k + 1) ak−1 (r)Amk−1 − − 2 k 4k − 1 dr r s (k+1)2 −m2 d k+2 1 ak+1 (r)Amk+1 Zmk (ϑ, ϕ) , + − k+1 (2k+1)(2k+3) dr r = (−1)j (j,`) where ∂j = ej × grad, ηmk , j = 1, 2, ` = 1, 2, 3, has form (1.5). Using the formulas (1.3) and taking into account the identity grad ∂ (m) (m) ak (r)Yk (ϑ, ϕ) = grad div ej ak (r)Yk (ϑ, ϕ) , j = 1, 2, 3, ∂xj from (1.4) we obtain ∞ X k X ∂ (m) ak (r)Yk (ϑ, ϕ)Amk = ∂xj k=0 m=−k d d 2 (j,1) a1 (r)η00 (A00 )X00 (ϑ, ϕ)+ =− + dr dr r grad Solution of a Boundary Value Problem of Statics ∞ X k X 91 d d k + 2 (j,1) ak+1 (r)ηmk (Amk )+ + dr dr r k=1 m=−k d d k − 1 (j,2) + ak−1 (r)ηmk (Amk ) Xmk (ϑ, ϕ)+ − dr dr r p k(k + 1) d k + 2 (j,1) + − ak+1 (r)ηmk (Amk )+ + r dr r d k − 1 (j,2) + ak−1 (r)ηmk (Amk ) Ymk (ϑ, ϕ) , j = 1, 2, (1.7) − dr r ∞ X k X 1 d d 2 ∂ (m) ak (r)Yk (ϑ, ϕ)Amk = √ + A01 X00 (ϑ, ϕ)+ grad ∂x3 3 dr dr r k=0m=−k hr 2 ∞ X k X k − m2 d d k − 1 ak−1 (r)Amk−1 + − + 2 4k − 1 dr dr r k=1 m=−k s i (k + 1)2 − m2 d d k + 2 ak+1 (r)Amk+1 Xmk (ϑ, ϕ)+ + + (2k + 1)(2k + 3) dr dr r r h k 2 − m2 1 d p k − 1 + k(k + 1) ak−1 (r)Amk−1 + − 4k 2 − 1 r dr r s i k + 2 (k + 1)2 − m2 1 d + ak+1 (r)Amk+1 Ymk (ϑ, ϕ) . + (2k + 1)(2k + 3) r dr r + − Let the vector f (ϑ, ϕ) satisfy sufficient smoothness conditions under which it can be represented as a Fourier series f (ϑ, ϕ) = ∞ X k n X k=0 m=−k + where αmk = Z2π 0 βmk dϕ Zπ 0 αmk Xmk (ϑ, ϕ)+ h io p k(k + 1) βmk Ymk (ϑ, ϕ) + γmk Zmk (ϑ, ϕ , (1.8) f (ϑ, ϕ)X mk (ϑ, ϕ) sin ϑ dϑ, k ≥ 0, 1 =p k(k + 1) 1 γmk = p k(k + 1) Z2π dϕ 0 Zπ f (ϑ, ϕ)Y mk (ϑ, ϕ) sin ϑ dϑ, k ≥ 1, Z2π dϕ Zπ f (ϑ, ϕ)Z mk (ϑ, ϕ) sin ϑ dϑ, k ≥ 1. 0 0 0 (1.9) 92 L. Giorgashvili, G. Karseladze, G. Sadunishvili Note that in the sequel, in (1.8) and in analogous series the summation index k in the summands containing Ymk (ϑ, ϕ) and Zmk (ϑ, ϕ) varies from 1 to +∞. The following theorems are valid [2]. Theorem 1.1. If f (z) ∈ C (`) (∂Ω), then the coefficients αmk , βmk , γmk defined by the formulas (1.9) admit the following estimates αmk = O(k −` ), βmk = O(k −`−1 ), γmk = O(k −`−1 ), ` ≥ 1. Theorem 1.2. The vectors Xmk (ϑ, ϕ), Ymk (ϑ, ϕ), Zmk (ϑ, ϕ) admit the following estimates for any k ≥ 0 r 2k + 1 , k ≥ 0, |Xmk (ϑ, ϕ)| ≤ 4π r 2k(k + 1) (1.10) , k ≥ 1, |Ymk (ϑ, ϕ)| < 2k + 1 r 2k(k + 1) |Zmk (ϑ, ϕ)| < , k ≥ 1. 2k + 1 Moreover, as is known [4], [15], (m) |Yk (ϑ, ϕ)| ≤ r 2k + 1 , k ≥ 0. 4π (1.11) Definition 1.3. A vector u defined in the domain Ω will be called regular if u ∈ C 2 (Ω) ∩ C 1 (Ω). 2. Statement of Boundary Value Problems. Uniqueness Theorems The system of homogeneous differential equations of statics of the threedimensional theory of mixture of two isotropic elastic materials is written in the form [6], [7], [14] a1 ∆u0 + b1 grad div u0 + c∆u00 + d grad div u00 = 0, c∆u0 + d grad div u0 + a2 ∆u00 + b2 grad div u00 = 0, (2.1) where u0 = (u01 , u02 , u03 )> , u00 = (u001 , u002 , u003 )> are partial displacement vectors, ρ2 0 a 1 = µ 1 − λ 5 , b1 = µ 1 + λ 5 + λ 1 − α , a2 = µ2 − λ5 , ρ 2 ρ1 0 b2 = µ 2 + λ 2 + λ 5 + α , c = µ3 + λ5 , α02 = λ3 − λ4 , ρ 2 ρ1 0 d = µ 3 + λ3 − λ5 − α , ρ = ρ 1 + ρ2 , ρ 2 ρ1 , ρ2 are the partial densities of the mixture; λ1 , λ2 , . . . , λ5 , µ1 , µ2 , µ3 are the elasticity moduli characterizing the mechanical properties of the mixture 93 Solution of a Boundary Value Problem of Statics which satisfy the conditions [3] ρ2 0 2 µ1 − α > 0, 3 ρ 2 2 2 2 ρ2 ρ1 ρ 1 2 λ1 + µ1 − α02 λ2 + µ2 + α02 > λ3 + µ3 − α02 . 3 ρ 3 ρ 3 ρ µ1 > 0, µ1 µ2 − µ23 > 0, λ5 < 0, λ1 + (2.2) From these inequalities it follows that a1 a2 − c2 > 0, (a1 + b1 )(a2 + b2 ) − (c + d)2 > 0. Let us introduce the matrix differential operator .. (1) (2) T (∂x, n) . T (∂x, n) T (∂x, n) = . . . . . . . . . . . . . . . . . . . . . . . . . . , . T (3) (∂x, n) .. T (4) (∂x, n) (2.3) (2.4) where (`) T (`) (∂x, n) = [Tkj (∂x, n)]3×3 , ` = 1, 2, 3, 4, (1) Tkj (∂x, n) = (µ1 −λ5 )δkj (2) Tkj (∂x, n) = (µ3 +λ5 )δkj (3) Tkj (∂x, n) = (µ3 +λ5 )δkj (4) Tkj (∂x, n) = (µ2 −λ5 )δkj ∂ +(µ1 +λ5 )nj ∂n ∂ +(µ3 −λ5 )nj ∂n ∂ +(µ3 −λ5 )nj ∂n ∂ +(µ2 +λ5 )nj ∂n ∂ ρ2 + λ1 − ∂xk ρ ∂ ρ1 + λ3 − ∂xk ρ ∂ ρ2 + λ4 + ∂xk ρ ∂ ρ1 + λ2 + ∂xk ρ ∂ , α02 nk ∂xj ∂ , α02 nk ∂xj ∂ , α02 nk ∂xj ∂ . α02 nk ∂xj The operator T (∂x, n) defined by (2.4) is called the generalized stress operator, δkj is the Kronecker symbol. The vector form of the notation for the expressions T (`) (∂x, n), ` = 1, 2, 3, 4, where u is a three-component vector, looks like T (`) (∂x, n)u = ξ` ∂u + η` n div u + ζ` [n × rot u], ∂n (2.5) where ρ2 ρ ρ1 ξ2 = 2µ3 , η2 = λ3 − ρ ρ2 ξ3 = 2µ3 , η3 = λ4 + ρ ρ1 ξ4 = 2µ2 , η4 = λ2 + ρ ξ1 = 2µ1 , η1 = λ1 − α02 , ζ1 = µ1 + λ5 , α02 , ζ2 = µ3 − λ5 , α02 , ζ3 = µ3 − λ5 , α02 , ζ4 = µ2 + λ5 . Let ∂Ωj , j = 1, 2, be a spherical surface with center at the origin Oj and the radius Rj . Denote by Ωj , j = 1, 2, the ball bounded by the surface ∂Ωj , 94 L. Giorgashvili, G. Karseladze, G. Sadunishvili while Ω− = R3 \ (Ω1 ∪ ΩT 2 ). Assume that a homogeneous medium occupies the domain Ω− and Ω1 Ω2 = ∅. Problem. Find in the domain Ω− a regular solution U (x)=(u0 (x),u00 (x))> of the system (2.1) which on the boundary ∂Ωj , j = 1, 2, satisfies one of the following conditions: [U (z)]− = f (j) (z), j = 1, 2, or (2.6) − T (∂z, n)U (z) = f (j) (z), j = 1, 2, or (2.7) − − (j,1) 0 0 (j,1) n(z) · u (z) = f4 (z), n(z) × rot u (z) = f (z), (2.8) − − (j,2) n(z) · u00 (z) = f4 (z), n(z) × rot u00 (z) = f (j,2) (z), j = 1, 2, where f (j) (z) = (f (j,1) (z), f (j,2) (z))> is a six-component vector, f (j,`) (z) = (j,`) (j,`) (j,`) (f1 (z), f2 (z), f3 (z))> , `, j = 1, 2, is a three-component vector, (j,`) fk (z), `, j = 1, 2, k = 1, 2, 3, 4, are given functions on ∂Ωj , n(z) is the outward normal vector with respect to Ωj at the point z ∈ ∂Ωj . In the neighborhood of infinity the vector U (x) must satisfy the following conditions: u0j (x) = O(|x|−1 ), ∂u0j (x) = o(|x|−1 ), ∂xk u00j (x) = O(|x|−1 ), ∂u00j (x) = o(|x|−1 ), k, j = 1, 2, 3. ∂xk (2.9) Denote by (I)− , (II)− and (III)− the problems containing the conditions (2.6), (2.7) and (2.8), respectively. Theorem 2.1. If ∂Ωj ∈ Λ1 (α), 0 < α ≤ 1, then Problems (I)− , (II)− and (III)− admit at most one regular solution. Proof. The theorem will be proved if we show that the homogeneous prob(j,`) − − (j) lems (I)− (z) = 0, f4 (z) = 0, `, j = 1, 2) have 0 , (II)0 and (III)0 (f only the trivial solution. Let us introduce the matrix differential operator A(∂x): .. (1) (2) A (∂x) . A (∂x) A(∂x) = , . . . . . . . . . . . . . . . . . . . . . . . A(3) (∂x) .. A(4) (∂x) 6×6 where (`) A(`) (∂x) = Akj (∂x) 3×3 , ` = 1, 2, 3, 4, (1) Akj (∂x) = a1 δkj ∆ + b1 (`) Akj (∂x) = cδkj ∆ + d ∂2 , ∂xk ∂xj ∂2 , ` = 2, 3, ∂xk ∂xj 95 Solution of a Boundary Value Problem of Statics (4) Akj (∂x) = a2 δkj ∆ + b2 ∂2 . ∂xk ∂xj Using this notation, the system (2.1) can be written in the form A(∂x)U (x) = 0. Let us write Green’s formula in the domain Ω− for the system (2.1). We obtain [13] Z h i U (x) · A(∂x)U (x) + E(U, U ) dx = Ω− Z = ∂Ω1 ∪∂Ω2 − [U (z)]− · T (∂z, n)U (z) ds, (2.10) where ρ1 0 ρ2 0 α2 (div u0 )2 + λ2 + α (div u00 )2 + E(U, U ) = λ1 − ρ ρ 2 3 3 ∂u0j 2 µ2 X ∂u00j 2 µ1 X ∂u0k ∂u00k + + + + + 2 ∂xj ∂xk 2 ∂xj ∂xk k,j=1 + µ3 k,j=1 3 X k,j=1 ∂u0 k ∂xj + ∂u0j ∂xk ∂u00 k ∂xj + ∂u00j + ∂xk 3 ∂u0j ∂u00j 2 λ5 X ∂u0k ρ1 0 ∂u00k + 2 λ3 − . − − + α2 div u0 div u00 − ρ 2 ∂xj ∂xk ∂xj ∂xk k,j=1 The quadratic form of E(U, U ) is provided by the inequality (2.2). If in (2.10) we take into account the boundary conditions of the homo− geneous problems (I)− 0 , (II)0 and A(∂x)U = 0, then we obtain Z E(U, U ) dx = 0. Ω− Hence it follows that E(U, U ) = 0. A solution of this equation has the form [13] u0 (x) = b0 + [a0 × x], u00 (x) = b00 + [a0 × x], where a0 , b0 , b00 are arbitrary three-component constant vectors. Taking into account the conditions at infinity (2.9), we conclude that a0 = b0 = b00 = 0, i.e. u0 (x) = 0, u00 (x) = 0, x ∈ Ω− . In the case of Problem (III)− 0 we need to consider the scalar derivative U · A(∂x)U = (a1 u0 + cu00 )∆u0 + (cu0 + a2 u00 )∆u00 + + (b1 u0 + du00 ) grad div u0 + (du0 + b2 u00 ) grad div u00 . (2.11) 96 L. Giorgashvili, G. Karseladze, G. Sadunishvili Let u = (u1 , u2 , u3 )> and v = (v1 , v2 , v3 )> be three-component vectors. Then after some transformations we obtain u · ∆v = div(u div v) − div u div v + div[u × rot v] − rot u · rot v, u · grad div v = div(u div v) − div u div v. Taking these equalities into account in (2.11), we obtain h U · A(∂x)U = div (a1 + b1 )u0 + (c + d)u00 div u0 + + (c + d)u0 + (a2 + b2 )u00 div u00 + a1 (u0 × rot u0 )+ i e + c(u00 × rot u0 ) + c(u0 × rot u00 ) + a2 (u00 × rot u00 ) − E(U, U ), (2.12) where i 2 1 h (a1 + b1 ) div u0 + (c + d) div u00 + d1 (div u00 )2 + a1 + b 1 i 2 1 h + (2.13) a1 rot u0 + c rot u00 + d2 (rot u00 )2 , a1 d1 = (a1 + b1 )(a2 + b2 ) − (c + d)2 > 0, d2 = a1 a2 − c2 > 0. e E(U, U) = Denote by B(0, R) the ball bounded by the spherical surface S(0, R) with − the center at the origin and of the radius R. Let Ω− R = Ω ∩ B(0, R), where R > 0 is sufficiently large so that ∂Ωj ⊂ B(0, R), j = 1, 2. Applying the Gauss–Ostrogradskiı̌ theorem, from (2.12) we obtain Z e U · A(∂x)U + E(U, U ) dx = =− Z Ω− R − [U (z)]− · P (∂z, n)U (z) ds+ ∂Ω1 ∪∂Ω2 Z U (x) · P (∂x, n)U (x) ds, (2.14) S(0,R) where U · P (∂z, n)U = (n · u0 ) (a1 + b1 ) div u0 + (c + d) div u00 + + (n · u00 ) (c + d) div u0 + (a2 + b2 ) div u00 − − (a1 u0 + cu00 ) · [n × rot u0 ] − (cu0 + a2 u00 ) · [n × rot u00 ]. (2.15) Here we have used the identity n · [u × rot v] = −u · [n × rot v]. If in (2.15) we use the estimates (2.9), then we have U (x) · P (∂x · n)U (x) = o(R−2 ). (2.16) If in both parts of the equality (2.14) we pass to limit as R → ∞ and take into account the estimate (2.16), then we obtain Z Z − e [U (z)]− · P (∂z, n)U (z) ds. (2.17) U · A(∂x)U +E(U, U ) dx = − Ω− ∂Ω1 ∪∂Ω2 97 Solution of a Boundary Value Problem of Statics Taking into account the boundary conditions of the problem (III)− 0 in the formula (2.15), we have [U (z)]− ·[P (∂z, n)U (z)]− = 0, z ∈ ∂Ωj , j = 1, 2. Since A(∂x)U = 0, from the formula (2.17), with the latter equality taken into account, we obtain Z e E(U, U ) dx = 0. (2.18) Ω− e Using (2.3), from (2.13) we obtain E(U, U ) ≥ 0. Taking this inequality e into account, from (2.18) we have E(U, U ) = 0, x ∈ Ω− . Hence, with (2.13) taken into account, we obtain div u0 (x) = 0, div u00 (x) = 0, rot u0 (x) = 0, rot u00 (x) = 0, x ∈ Ω− . A solution of this system has the form u0 (x) = grad Ψ1 (x), u00 (x) = grad Ψ2 (x), x ∈ Ω− , (2.19) where Ψj (x), j = 1, 2, is an arbitrary harmonic function. Since [n(z)·u0 (z)]− = 0, [n(z)·u00 (z)]− = 0, the harmonic function Ψj (x), j = 1, 2, on the boundary ∂Ωj satisfies the Neumann condition h ∂Ψ (z) i− j = 0, z ∈ ∂Ω` , `, j = 1, 2. ∂n(z) As is known, the Neumann homogeneous problem has the solution Ψj (x) = cj = const, j = 1, 2, x ∈ Ω− . Inserting this value of the function Ψj (x) into (2.19), we have that u0 (x) = 0, u00 (x) = 0, x ∈ Ω− . 3. Solution of the Problem (j) (j) (j) Let us assume that the axes of the coordinate systems Oj x1 x2 x3 , j = 1, 2, are parallel and have the same orientation. We denote by x(j) = (j) (j) (j) (x1 , x2 , x3 ) and (rj , ϑj , ϕj ) the Cartesian and spherical coordinates of (j) (j) (j) the point x with respect to the coordinate systems Oj x1 x2 x3 , j = 1, 2. The spherical coordinates of the point O2 with respect to the sys(1) (1) (1) tem O1 x1 x2 x3 are denoted by (h, ϑ0 , ϕ0 ). Since the axes of the coordinate systems are parallel and have the same orientation, the following equality is true: x(1) = x(2) + he0 , (3.1) where e0 = (cos ϕ0 sin ϑ0 , sin ϕ0 sin ϑ0 , cos ϑ0 )> . Passing to a new origin of the coordinates, we can write the transformation formula of the spherical coordinates in the form [5], [8] (m) rq−k−1 Yk = ∞ X p X p=0 s=−p (s,m) (ϑq , ϕq ) = Gpk,q (ϑ0 , ϕ0 )rjp Yp(s) (ϑj , ϕj ), q 6= j = 1, 2, rj < h, (3.2) 98 L. Giorgashvili, G. Karseladze, G. Sadunishvili where 1 (s,m) Gpk,q (ϑ0 , ϕ0 ) = (−1)s (−1)p δ1q + (−1)k δ2q k+p+1 × h i1/2 h 4π(2k+1)(k+p+m−s)!(k+p−m+s)! m−s) Yk+p (ϑ0 , ϕ0 ), × (2p+1)(2k+2p+1)(k+m)!(k−m)!(p+s)!(p−s)! (m) δkj is the Kronecker symbol, Yk (ϑq , ϕq ) has the form (1.2). If in the formula (3.2) we take into account that rq2 = rj2 + h2 − (−1)q 2hrj cos γj , q 6= j = 1, 2, where cos γj = sin ϑj sin ϑ0 cos(ϕ − ϕ0 ) + cos ϑj cos ϑ0 , and use the recurrent relations of Legendre polynomials [5], [15] (m−1) (k − m + 1) sin ϑPk (m−1) (2k + 1) sin ϑPk (m+1) sin ϑPk sin ϑ (m) (cos ϑ) = cos ϑPk (m) (m) (cos ϑ) + Pk−1 (cos ϑ), (m) (cos ϑ) = Pk−1 (cos ϑ) − Pk+1 (cos ϑ), (m) (cos ϑ) = (k − m) cos ϑPk (m) (cos ϑ) − (k + m)Pk−1 (cos ϑ), d (m) (m+1) (m) P (cos ϑ) = sin ϑPk (cos ϑ) + m cos ϑPk (cos ϑ), dϑ k 99 Solution of a Boundary Value Problem of Statics then we obtain (m) rq−k+1 Yk (ϑq , ϕq ) = p h ∞ X X (s,m) apk,q (ϑ0 , ϕ0 )rjp+2 + p=0 s=−p i (s,m) + bpk,q (ϑ0 , ϕ0 )rjp Yp(s) (ϑj , ϕj ), q 6= j = 1, 2, (3.3) where (s,m) (s,m) (1,q) apk,q (ϑ0 , ϕ0 ) = Gpk,q (ϑ0 , ϕ0 ) + (−1)q−1 hζmskp (ϑ0 , ϕ0 ), (s,m) (s,m) (2,q) bpk,q (ϑ0 , ϕ0 ) = h2 Gpk,q (ϑ0 , ϕ0 ) + (−1)q hζmskp (ϑ0 , ϕ0 ), s (p−s+1)(p−s+2) (s−1,m) (1,q) −iϕ0 Gp+1k,q (ϑ0 , ϕ0 )− ζmskp (ϑ0 , ϕ0 ) = sin ϑ0 e (2p+1)(2p+3) s (p + s + 1)(p + s + 2) (s+1,m) iϕ0 −e Gp+1k,q (ϑ0 , ϕ0 ) + (2p + 1)(2p + 3) s (p + 1)2 − s2 (s,m) G (ϑ0 , ϕ0 ), + 2 cos ϑ0 (2p + 1)(2p + 3) p+1k,q s (p + s)(p + s − 1) (s−1,m) (2,q) ζmskp (ϑ0 , ϕ0 ) = sin ϑ0 e−iϕ0 Gp−1k,q (ϑ0 , ϕ0 )− 4p2 − 1 s (p − s)(p − s − 1) (s+1,m) iϕ0 Gp−1k,q (ϑ0 , ϕ0 ) − −e 4p2 − 1 s p2 − s2 (s,m) − 2 cos ϑ0 G (ϑ0 , ϕ0 ). 4p2 − 1 p−1k,q A solution of the considered problem will be sought in the form [4] 2 X ∂ (j) (j) +1 α1 Φ2 (x(j) )+ u0 (x)= grad Φ1 (x(j) )+grad rj2 rj ∂r j j=1 (j) (j) (j) +β1 Φ3 (x(j) ) +rot rot x(j) rj2 Φ2 (x(j) ) +rot x(j) Φ5 (x(j) ) , 2 X ∂ (j) (j) grad Φ4 (x(j) )+grad rj2 rj u (x)= +1 β2 Φ2 (x(j) )+ ∂r j j=1 (3.4) 00 (j) (j) (j) +α2 Φ3 (x(j) ) +rot rot x(j) rj2 Φ3 (x(j) ) +rot x(j) Φ6 (x(j) ) , (j) where Φ` (x(j) ), j = 1, 2,, ` = 1, 2, . . . , 6 are scalar harmonic functions, (j) (j) (j) x(j) = (x1 , x2 , x3 )> , rj = |x(j) |, rj ∂ = x(j) · grad, ∂rj 100 L. Giorgashvili, G. Karseladze, G. Sadunishvili 1 d1 1 α2 = d1 α1 = 1 c(c + d) − a1 (a2 + b2 ) , β1 = (a2 d − cb2 ), d1 1 c(c + d) − a2 (a1 + b1 ) , β2 = (a1 d − cb1 ). d1 (j) The harmonic functions Φ` (x(j) ), j = 1, 2, ` = 1, 2, . . . , 6 will be sought in the form ∞ X k R k+1 X j (m) (j,`) (j) Yk (ϑj , ϕj )Amk , (3.5) Φ` (x(j) ) = rj k=0 m=−k j = 1, 2, ` = 1, 2, . . . , 6, (j,`) where Amk are unknown constants. (j) We require of the Φ` (x(j) ), j = 1, 2, ` = 2, 3, 5, 6, that Z (j) Φ` (x(j) ) ds = 0, j = 1, 2, ` = 2, 3, 5, 6, (3.6) ∂Ω0j where ∂Ω0j is the sphere with center at the point Oj and of the radius Rj0 (Rq + h < Rj0 < +∞, q 6= j = 1, 2). (j) Inserting the value of the function Φ` (x(j) ), j = 1, 2, ` = 2, 3, 5, 6, from (3.5) in (3.6) and taking into account the identity ( √ Z2πZπ 2 π, k = m = 0, (m) Yk (ϑ, ϕ) sin ϑ dϑ = 0, for others k and m, 0 0 (j,`) we have A00 = 0, j = 1, 2, ` = 2, 3, 5, 6. Using the formulas (3.2), (3.3) and (3.5), we obtain: (j) Φ` (x(j) ) = ∞ X k X (m) rqk Yk (q,`) (ϑq , ϕq )Bmk , ` = 1, 4, 5, 6, k=0 m=−k ∂ (j) + 1 Φ` (x(j) ) = rj2 rj ∂rj ∞ X k h i X (q,`) (q,`) (m) =− rqk+2 Bmk + rqk Cmk Yk (ϑq , ϕq ), k=0 m=−k ∂ (j) rj + 3 Φ` (x(j) ) = ∂rj ∞ X k h i X (q,`) (q,`) (m) =− rqk+2 Dmk + rqk Emk Yk (ϑq , ϕq ), ` = 2, 3, rj2 k=0 m=−k ∞ X k X ∂ (j) (m) (q,`) +3 Φ` (x(j) ) = − rqk Yk (ϑq , ϕq )Hmk , ` = 2, 3, 2rj ∂rj k=0m=−k (3.7) Solution of a Boundary Value Problem of Statics 101 where q 6= j = 1, 2, (q,`) Bmk = (q,`) Bmk = (q,`) Bmk = (q,`) Cmk = (q,`) Dmk = (q,`) Emk = (q,`) Hmk = p ∞ X X p=0 s=−p p ∞ X X p=1 s=−p p ∞ X X p=1 s=−p p ∞ X X p=1 s=−p p ∞ X X p=1 s=−p p ∞ X X p=1 s=−p p ∞ X X p=1 s=−p (m,s) Rjp+1 Gkp,j (ϑ0 , ϕ0 )A(j,`) sp , ` = 1, 4, (m,s) Rjp+1 Gkp,j (ϑ0 , ϕ0 )A(j,`) sp , ` = 5, 6, (m,s) pRjp+1 akp,j (ϑ0 , ϕ0 )A(j,`) sp , ` = 2, 3, (m,s) pRjp+1 bkp,j (ϑ0 , ϕ0 )A(j,`) sp , ` = 2, 3, (3.8) (m,s) (p − 2)Rjp+1 akp,j (ϑ0 , ϕ0 )A(j,`) sp , ` = 2, 3, (m,s) (p − 2)Rjp+1 bkp,j (ϑ0 , ϕ0 )A(j,`) sp , ` = 2, 3, (m,s) (2p − 1)Rjp+1 Gkp,j (ϑ0 , ϕ0 )A(j,`) sp , ` = 2, 3. Taking the equalities (3.1) and (3.7) into account in (3.4) and using (1.5), we obtain ∞ X k X k + 1 Rj k+2 (j,1) 0 (j) u (x ) = − Amk + Rj rj k=0 m=−k R k Rj k (j,2) j (j,3) Amk +β1 k(k−1)Rj Amk + +kRj (k−1)(α1 +1)+2 rj rj (j,1) (j,2) (j,3) (j,2) + krjk−1 Bmk − α1 Cmk − β1 Cmk − Emk − (j,2) (j,3) − rjk+1 α1 (k + 2)Bmk + β1 (k + 2)Bmk + p (j,2) (j,2) + (k + 2)Dmk − 2Hmk Xmk (ϑj , ϕj ) + k(k + 1)× Rj k (j,2) 1 Rj k+2 (j,1) Amk − Rj k(α1 + 1) − 2 Amk − × Rj rj rj R k j (j,3) (j,1) (j,2) (j,3) − β1 kRj Amk + rjk−1 Bmk − α1 Cmk − β1 Cmk − rj (j,2) (j,3) (j,2) k+1 − rj α1 Bmk + β1 Bmk + Dmk Ymk (ϑj , ϕj )+ i h R k+1 p j (j,5) k (j,5) Amk + rj Bmk Zmk (ϑj , ϕj + + k(k + 1) rj 102 L. Giorgashvili, G. Karseladze, G. Sadunishvili + (−1)j 2he0 ∞ X k X (m) rjk Yk (j,2) (ϑj , ϕj )Hmk + k=0 m=−k + (−1)j he0 × grad ∞ X k X ∞ X k X (m) rjk Yk (j,5) (ϑj , ϕj )Bmk , (3.9) k=0 m=−k k + 1 Rj k+2 (j,4) Amk + Rj rj k=0 m=−k R k Rj k (j,3) j (j,2) +β2 k(k−1)Rj Amk +kRj (k−1)(α2 +1)+2 Amk + rj rj (j,4) (j,2) (j,3) (j,3) + krjk−1 Bmk − β2 Cmk − α2 Cmk − Emk − (j,2) (j,3) − rjk+1 β2 (k + 2)Bmk + α2 (k + 2)Bmk + (j,3) (j,3) + (k + 2)Dmk − 2Hmk Xmk (ϑj , ϕj )+ R k p 1 Rj k+2 (j,4) j (j,2) Amk − β2 kRj Amk − + k(k + 1) Rj rj rj R k j (j,3) − Rj k(α2 + 1) − 2 Amk + rj (j,4) (j,2) (j,3) (j,3) + rjk−1 Bmk − β2 Cmk − α2 Cmk − Emk − (j,2) (j,3) (j,3) k+1 − rj β2 Bmk + α2 Bmk + Dmk Ymk (ϑj , ϕj )+ i h R k+1 p j (j,6) k (j,6) Amk + rj Bmk Zmk (ϑj , ϕj + + k(k + 1) rj u00 (x(j) ) = + (−1)j 2he0 − ∞ X k X (m) rjk Yk (j,3) (ϑj , ϕj )Hmk + k=0 m=−k ∞ X k X (m) (j,6) +(−1)j he0 ×grad rjk Yk (ϑj , ϕj )Bmk , j = 1, 2. (3.10) k=0m=−k Using the formulas (1) and (1.8), we have (−1)j 2he0 ∞ X k X (m) rjk Yk (j,`) (ϑj , ϕj )Hmk = k=0 m=−k = ∞ X k X k=0 m=−k h p + k(k+1) h i (j,1) (j,`) (j,2) (j,`) − rjk+1 σmk (Hmk ) + rjk−1 σmk (Hmk ) Xmk (ϑj , ϕj )+ i 1 1 (j,1) (j,`) (j,2) (j,`) rjk+1 σmk (Hmk )+ rjk−1 σmk (Hmk ) Ymk (ϑj , ϕj )+ k+1 k 103 Solution of a Boundary Value Problem of Statics p (j,3) (j,`) + k(k + 1) rjk σmk (Hmk )Zmk (ϑj , ϕj ) , j = 1, 2, ` = 2, 3, (−1)j he0 × grad ∞ X k X (m) rjk Yk (3.11) (j,`) (ϑj , ϕj )Bmk = k=0 m=−k p h i k(k+1) = Xmk (ϑj , ϕj )+ Ymk (ϑj , ϕj ) + k k=0m=−k p (j,5) (j,`) + k(k + 1) rjk σmk (Bmk )Zmk (ϑj , ϕj ) , j = 1, 2, ` = 5, 6, (3.12) ∞ X k X (j,4) (j,`) rjk−1 σmk (Bmk )× where (j,1) (j,`) (1,1) (j,`) σmk (Hmk ) = (−1)j 2h cos ϕ0 sin ϑ0 ηmk (Hmk )+ s (k+1)2 −m2 (j,`) (2,1) (j,`) Hmk+1 , +sin ϕ0 sin ϑ0 ηmk (Hmk )−cos ϑ0 (2k+1)(2k+3) (j,2) (j,`) (1,2) (j,`) σmk (Hmk ) = (−1)j 2h cos ϕ0 sin ϑ0 ηmk (Hmk )+ r k 2 − m2 (j,`) (2,2) (j,`) + sin ϕ0 sin ϑ0 ηmk (Hmk ) + cos ϑ0 H , 4k 2 − 1 mk−1 2h(−1)j (1,3) (j,`) (j,3) (j,`) cos ϕ0 sin ϑ0 ηmk (Hmk ) − sin ϕ0 sin ϑ0 × σmk (Hmk ) = k(k + 1) (2,3) (j,`) (j,`) × ηmk (Hmk )+im cos ϑ0 Hmk , j = 1, 2, ` = 2, 3, (3.13) (j,4) (j,`) (1,3) (j,`) σmk (Hmk ) = (−1)j h − cos ϕ0 sin ϑ0 ηmk (Hmk )+ (2,3) (j,`) (j,`) + sin ϑ0 sin ϕ0 ηmk (Bmk ) − im cos ϑ0 Bmk , (2k + 3)h (1,1) (j,`) (2,1) (j,`) (j,5) (j,`) ηmk (Bmk ) + ηmk (Bmk )− σmk (Hmk ) = (−1)j k+1 s (k + 1)2 − m2 (j,`) Bmk+1 , j = 1, 2, ` = 5, 6. − (2k + 1)(2k + 3) Taking the equalities (3.11)and (3.12) into account in (3.9) and (3.10), we obtain ∞ X k X (1) 0 (j) u (x ) = umk (rj )Xmk (ϑj , ϕj )+ k=0 m=−k h i p (1) (1) + k(k + 1) vmk (rj )Ymk (ϑj , ϕj ) + wmk (rj )Zmk (ϑj , ϕj ) , (3.14) 104 L. Giorgashvili, G. Karseladze, G. Sadunishvili u00 (x(j) ) = ∞ X k X (2) umk (rj )Xmk (ϑj , ϕj )+ k=0 m=−k h i p (2) (2) + k(k+1) vmk (rj )Ymk (ϑj , ϕj )+wmk (rj )Zmk (ϑj , ϕj ) , j = 1, 2, where k + 1 Rj k+2 (j,1) Amk + Rj rj Rj k (j,2) Amk + + kRj (k − 1)(α1 + 1) + 2 rj R k j (j,3) (j,1) (j,2) + β1 k(k − 1)Rj Amk + rjk+1 `mk + rjk−1 `mk , rj Rj k (j,2) 1 Rj k+2 (j,1) (1) Amk − Rj k(α1 + 1) − 2 Amk − vmk (rj ) = Rj rj rj R k 1 j (j,3) (j,3) (j,2) Amk + rjk+1 `mk + rjk−1 `mk , − β1 kRj rj k R k+1 j (j,5) (j,4) (1) Amk + rjk `mk , (3.15) wmk (rj ) = rj R k k + 1 Rj k+2 (j,4) j (2) (j,2) umk (rj ) = − Amk + β2 k(k − 1)Rj Amk + Rj rj rj R k j (j,3) + kRj (k − 1)(α2 + 1) + 2 Amk + rj (1) umk (rj ) = − (j,5) (j,6) + rjk+1 `mk + rjk−1 `mk , R k 1 Rj k+2 (j,4) j (2) (j,2) vmk (rj ) = Amk − β2 kRj Amk − Rj rj rj Rj k (j,3) k+1 (j,7) 1 k−1 (j,6) Amk +rj `mk + rj `mk , −Rj k(α2 +1)−2 rj k R k+1 j (j,6) (j,8) (2) Amk + rjk `mk ; wmk (rj ) = rj (j,1) (j,2) (j,3) `mk = −α1 (k + 2)Bmk − β1 (k + 2)Bmk − (j,2) (j,2) (j,2) (j,1) (j,2) − (k + 2)Dmk + 2Hmk − σmk (Hmk ), (j,1) (j,2) (j,3) (j,2) `mk = kBmk − α1 kCmk − β1 kCmk − kEmk + (j,2) (j,2) (j,4) (j,5) + σmk (Hmk ) + σmk (Bmk ), (j,3) (j,2) (j,3) (j,2) (j,2) (j,5) `mk = −α1 Bmk − β1 Bmk − Dmk + (j,4) (j,5) (j,3) 1 (j,1) (j,2) σ (Hmk ), k + 1 mk (j,5) `mk = Bmk + σmk (Hmk ) + σmk (Bmk ), (j,5) (j,3) (j,2) (3.16) (j,3) `mk = 2Hmk − β2 (k + 2)Bmk − α2 (k + 2)Bmk − 105 Solution of a Boundary Value Problem of Statics (j,3) (j,6) (j,1) (j,3) − (k + 2)Dmk − σmk (Hmk ), (j,4) (j,2) (j,3) (j,3) `mk = kBmk − kβ2 Cmk − kα2 Cmk − kEmk + (j,2) (j,3) (j,4) (j,6) + σmk (Hmk ) + σmk (Bmk ), (j,7) (j,2) (j,3) (j,3) (j,3) (j,5) `mk = −β2 Bmk − α2 Bmk − Dmk + (j,8) (j,6) (j,3) 1 (j,1) (j,3) σ (Hmk ), k + 1 mk (j,6) `mk = Bmk + σmk (Hmk ) + σmk (Bmk ). Let us consider Problem (I)− . It will be assumed that in the system (1.1) the vector function f (j,`) (z), `, j = 1, 2, is expanded into a series as follows: ∞ X k X (j,`) f (j,`) (z) = αmk Xmk (ϑj , ϕj )+ k=0 m=−k h p (j,`) (j,`) + k(k + 1) βmk Ymk (ϑj , ϕj ) + γmk Zmk (ϑj , ϕj ) i , z ∈ ∂Ωj . (3.17) If in both parts of the equality (3) we pass to limit as x → z ∈ ∂Ωj (rj → Rj ) and take into account the boundary conditions of the problem (I)− and the formulas (3.15) and (3.17), then for the unknown constants we obtain the following system of algebraic equations: 1 (j,1) (j,1) (j,2) (j,1) A + Rj `00 + Rj `00 = α00 , Rj 00 (3.18) 1 (j,4) 1 (j,6) (j,5) (j,2) − A00 + Rj `00 + `00 = α00 , j = 1, 2; Rj Rj (j,2) k + 1 (j,1) (j,3) (j,1) Amk +kRj (k−1)(α1 +1)+2 Amk +β1 k(k−1)Rj Amk = xmk , − Rj (j,2) 1 (j,1) (j,3) (j,2) A − Rj k(α1 + 1) − 2 Amk − β1 kRj Amk = xmk , Rj mk k + 1 (j,4) (j,2) − Amk + β2 k(k − 1)Rj Amk + Rj (j,3) (j,3) +kRj (k − 1)(α2 + 1) + 2 Amk = xmk , (3.19) (j,3) 1 (j,4) (j,2) (j,4) A − β2 kRj Amk − Rj k(α2 + 1) − 2 Amk = xmk , Rj mk − (j,5) (j,5) (j,6) (j,6) Amk = xmk , Amk = xmk , k ≥ 1, where (j,1) (j,1) (j,1) (j,2) xmk = αmk − Rjk+1 `mk − Rjk−1 `mk , 1 (j,2) (j,1) (j,3) (j,2) xmk = βmk − Rjk+1 `mk − Rjk−1 `mk , k (j,6) (j,5) (j,3) (j,2) xmk = αmk − Rjk+1 `mk − Rjk−1 `mk , (3.20) 106 L. Giorgashvili, G. Karseladze, G. Sadunishvili (j,4) 1 k−1 (j,6) `mk , R k j (j,2) (j,8) = γmk − Rjk `mk , k ≥ 1, j = 1, 2. (j,7) (j,2) xmk = βmk − Rjk+1 `mk − (j,5) (j,1) (j,4) xmk = γmk − Rjk `mk , (j,6) xmk If in the formulas (3) we use the notation of (3.8) and (3.13), then we have p ∞ X h i X (m,s) (j,1) (j,1) Rqp+1 Csmpk A(q,2) − β1 (k + 2)pakp,q (ϑ0 , ϕ0 )A(q,3) `mk = , sp sp (j,2) `mk = p=1 s=−p p ∞ X X p=1 s=−p h (m,s) (j,2) Rqp+1 kGkp,q (ϑ0 , ϕ0 )A(q,1) + Csmpk A(q,2) sp sp − i (m,s) (j,4) (m,s) + − β1 kpbkp,q (ϑ0 , ϕ0 )A(q,3) + σmk (Gkp,q )A(q,5) sp sp (m,0) (q,1) + kRq Gk0,q (ϑ0 , ϕ0 )A00 , p ∞ X i h X (j,3) (m,s) (j,3) (q,3) , − β pa (ϑ , ϕ )A Rqp+1 Csmpk A(q,2) `mk = 1 0 0 sp sp kp,q p=1 s=−p p ∞ X X i h (j,3) (m,s) (j,4) , + Csmpk A(q,5) Rqp+1 (2p − 1)σmk (Gkp,q )A(q,2) sp sp p=1s=−p p ∞ X X h (m,s) (j,6) + Csmpk A(q,3) Rqp+1 − β2 pkbkp,q (ϑ0 , ϕ0 )A(q,2) sp sp + (j,4) `mk = p=1 s=−p p ∞ X h i X (m,s) (j,5) (j,5) (q,3) Rqp+1 −β2 (k+2)pakp,q (ϑ0 , ϕ0 )A(q,2) `mk = , (3.21) sp +Csmpk Asp (j,6) `mk = p=1 s=−p i (m,s) (j,4) (m,s) + + kGkp,q (ϑ0 , ϕ0 )A(q,4) + σmk (Gkp,q )A(q,6) sp sp (m,0) (q,4) + kRq Gk0,q (ϑ0, ϕ0 )A00 , p ∞ X i h X (m,s) (j,7) (j,7) (q,3) , + C A Rqp+1 − β2 pakp,q (ϑ0 , ϕ0 )A(q,2) `mk = sp smpk sp p=1 s=−p (j,8) `mk = p ∞ X X p=1 s=−p where i h (j,3) (m,s) (j,8) , + Csmpk A(q,6) Rqp+1 (2p − 1)σmk (Gkp,q )A(q,3) sp sp (m,s) (j,1) Csmpk = −(k + 2) p(α1 + 1) − 2 akp,q (ϑ0 , ϕ0 )+ (m,s) (j,2) Csmpk (j,3) Csmpk (j,4) (j,1) (m,s) + 2(2p − 1)Gkp,q (ϑ0 , ϕ0 ) + (2p − 1)σmk (Gkp,q ), (m,s) (j,2) (m,s) = −k p(α1 + 1) − 2 bkp,q (ϑ0 , ϕ0 ) + (2p − 1)σmk (Gkp,q ), (m,s) 2p − 1 (j,1) (m,s) = − p(α1 + 1) − 2 akp,q (ϑ0 , ϕ0 ) + σ (Gkp,q ), k + 1 mk (m,s) (j,5) (m,s) Csmpk = Gkp,q (ϑ0 , ϕ0 ) + σmk (Gkp,q ), 107 Solution of a Boundary Value Problem of Statics (j,5) (m,s) Csmpk = 2(2p − 1)Gkp,q (ϑ0 , ϕ0 )− (m,s) (j,1) (m,s) − (k + 2) p(α2 + 1) − 2 akp,q (ϑ0 , ϕ0 ) − (2p − 1)σmk (Gkp,q ), (j,6) (m,s) (j,2) (m,s) Csmpk = −k p(α2 + 1) − 2 bkp,q (ϑ0 , ϕ0 ) + (2p − 1)σmk (Gkp,q ), (m,s) 2p − 1 (j,1) (m,s) (j,7) σ (Gkp,q ), Csmpk = − p(α2 + 1) − 2 akp,q (ϑ0 , ϕ0 ) + k + 1 mk (j,8) (m,s) (j,5) (m,s) Csmpk = Gkp,q (ϑ0 , ϕ0 ) + σmk (Gkp,q ), j 6= q = 1, 2. With (3.22) taken into account, the system (3.18) implies (j,1) (j,1) A00 = −Rj α00 + p ∞ i h X X (j,1) (0,s) (q,3) , − 2β pa (ϑ , ϕ )A Rj2 Rqp+1 Cs0p0 A(q,2) + 1 0 0 sp sp 0p,q p=1 s=−p (j,4) A00 + p ∞ X X p=1 s=−p (j,2) = −Rj α00 + (3.22) i h (0,s) (j,5) . + Cs0p0 A(q,3) Rj2 Rqp+1 − 2β2 pa0p,q (ϑ0 , ϕ0 )A(q,2) sp sp A solution of the system (3) has the form Amk = H(k)xmk , (3.23) where (1,1) (1,6) (2,1) (2,6) > Amk = Amk , . . . , Amk , Amk , . . . , Amk , (3.24) (1,1) (1,6) (2,1) (2,6) > xmk = xmk , . . . , xmk , xmk , . . . , xmk , .. (1) 0 H (k) . (j) . . . . . . . . . . . . . . . . . . . . H(k) = , H (j) (k) = hi` (k) 6×6 , j = 1, 2, .. 0 . H (2) (k) 12×12 Rj − ∆(k) + 4(2k − 1)(α2 k − k − 1) , = 2∆(k) h k(k − 1)d i 2R k j 2 (j) h12 (k) = + k(k + 1)α2 − (k 2 − 1)α1 − (k + 1)2 , ∆(k) d1 2β1 Rj k(2k 2 + k − 1) 2β R k(2k − 1) 1 j (j) (j) , h14 (k) = − , h13 (k) = − ∆(k) ∆(k) (j) h11 (k) (j) h1` (k) = 0, ` = 5, 6, (j) (j) h23 (k) = (j) (j) h21 (k) = 2h11 (k) + Rj 2h (k) + Rj (k − 1) (j) , h22 (k) = 12 , 2(2k − 1)Rj2 2(2k − 1)Rj2 (j) (j) h13 (k) h14 (k) (j) (j) , h24 (k) = , h2` (k) = 0, ` = 5, 6, (2k − 1)Rj2 (2k − 1)Rj2 108 L. Giorgashvili, G. Karseladze, G. Sadunishvili h (j) i 1 (j) , h31 (k) = − 2 k(α +1)−2k−1 h (k)+R k(α +1)−2 1 j 1 11 2β1 Rj2 k(2k−1) h (j) 1 (j) h32 (k) = − 2 k(α1 + 1) − 2k − 1 h12 (k)+ 2 2β1 Rj k(2k − 1) i +Rj (k − 1)(α1 + 1) + 2 , (j) h3` (k) = − k(α1 + 1) − 2k − 1 (j) (j) h1` (k), ` = 3, 4, h3` (k) = 0, ` = 5, 6, β1 Rj2 k(2k − 1) 2β2 Rj k(2k − 1) 2β2 Rj k(2k 2 − k + 1) (j) , h42 (k) = − , ∆(k) ∆(k) Rj (j) − ∆(k) + 4(2k − 1)(kα1 − k − 1) , h43 (k) = 2∆(k) i 2Rj k h k(k − 1)d2 (j) + k(k + 1)α1 − (k 2 − 1)α2 − (k + 1)2 , h44 (k) = ∆(k) d1 (j) h41 (k) = − (j) (j) h4` (k) = 0, ` = 5, 6, h`` (k) = 1, ` = 5, 6, (j) (j) h5` (k) = 0, ` = 1, 2, 3, 4, 6, h6` (k) = 0, ` = 1, 2, . . . , 5, i h ∆(k) = −4 (α1 α2 − β1 β2 )k 2 − (α1 + α2 )k(k + 1) + (k + 1)2 . Since α1 α2 − β1 β2 = d2 d1 > 0, α1 + α2 < 0, we have ∆(k) < 0. (j,`) A00 , If the values ` = 1, 4 from (3.22) are inserted into the expression (j,`) `mk , ` = 2, 6, contained in (3.21), then we obtain (j,2) (m,0) (q,1) `mk = − kRq2 Gk0,q (ϑ0 , ϕ0 )α00 + p h ∞ X X (m,s) p+1 (j,2) kRqp+1 Gkp,q (ϑ0 , ϕ0 )A(q,1) Csmpk A(q,2) + sp +Rq sp − p=1s=−p (m,s) (j,4) (m,s) p+1 −β1 kpRqp+1 bkp,q (ϑ0 , ϕ0 )A(q,3) σmk (Gkp,q )A(q,5) sp +Rq sp + (m,0) (j,1) + kRq3 Rjp+1 Gk0,q (ϑ0 , ϕ0 )Cs0p0 A(j,2) sp − (j,6) i (m,0) (0,s) , − 2β1 kpRq3 Rjp+1 Gk0,q (ϑ0 , ϕ0 )a0p,j (ϑ0 , ϕ0 )A(j,3) sp (m,0) (q,2) `mk = − kRq2 Gk0,q (ϑ0 , ϕ0 )α00 + p h ∞ X X (m,s) kRqp+1 Gkp,q (ϑ0 , ϕ0 )A(q,4) + sp − p=1 s=−p (m,s) (j,6) − β2 pkRqp+1 bkp,q (ϑ0 , ϕ0 )A(q,2) + Rqp+1 Csmpk A(q,3) sp sp + (j,4) (m,s) + Rqp+1 σmk (Gkp,q )A(q,6) sp − (m,0) (0,s) − 2β2 pkRq3 Rjp+1 Gk0,q (ϑ0 , ϕ0 )a0p,j (ϑ0 , ϕ0 )A(j,2) sp + i (j,5) (j,3) 3 p+1 (m,0) + kRq Rj Gk0,q (ϑ0 , ϕ0 )Cs0p0 Asp . (3.25) 109 Solution of a Boundary Value Problem of Statics (j,`) Substituting the values `mk , j = 1, 2, ` = 1, 2, . . . , 8, from (3.21) and (3.24) into (3), we have xmk = α emk + p ∞ X X N (s, m, p, k)Asp , (3.26) p=1 s=−p where Asp , xmk have the form (3.24), and .. (1) (2) e N (s, m, p, k) . N (s, m, p, k) N (s, m, p, k) = . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . e (1) (s, m, p, k) .. N (2) (s, m, p, k) N (`) N (s, m, p, k) = Nij (s, m, p, k) 6×6 , ` = 1, 2, (`) e (`) (s, m, p, k) = N e (s, m, p, k) N , ` = 1, 2, ij 6×6 h i> (1,1) (1,6) (2,1) (1,6) α emk = α emk , . . . , α emk , α emk , . . . , α emk , , 12×12 (`) (j,2`−1) α emk (j,2`) α emk (j,5) α emk (j) = (j,`) (m,0) (q,`) = αmk + kRq2 Rjk−1 Gk0,q (ϑ0 , ϕ0 )α00 , (j,`) (m,0) (q,`) = βmk + Rq2 Rjk−1 Gk0,q (ϑ0 , ϕ0 )α00 , (j,1) γmk , (j,6) α emk = (j,2) γmk , (3.27) j 6= q = 1, 2, ` = 1, 2; (m,0) (j,1) N12 (s, m, p, k) = −kRq3 Rjk+p Gk0,q (ϑ0 , ϕ0 )Cs0p0 , (j) (m,0) (0,s) (j) (m,0) (0,s) N13 (s, m, p, k) = 2β1 kpRq3 Rjk+p Gk0,q (ϑ0 , ϕ0 )a0p,j (ϑ0 , ϕ0 ), N32 (s, m, p, k) = 2β2 kpRq3 Rjk+p Gk0,q (ϑ0 , ϕ0 )a0p,j (ϑ0 , ϕ0 ), (j) (m,0) (j,5) N33 (s, m, p, k) = −kRq3 Rjk+p Gk0,q (ϑ0 , ϕ0 )Cs0p0 , 1 (j) (j) Ni` (s, m, p, k) = Ni−1` (s, m, p, k), i = 2, 4, ` = 2, 3, k (j) Ni` (s, m, p, k) = 0, i = 1, 2, 3, 4, ` = 1, 4, 5, 6, (j) Ni` (s, m, p, k) = 0, i = 5, 6, ` = 1, 2, . . . , 6, j 6= q = 1, 2; e (j) (s, m, p, k) = −kRk−1 Rqp+1 G(m,s) (ϑ0 , ϕ0 ), N 11 j kp,q 2 (j,1) (j) (j,2) k−1 p+1 e N12 (s, m, p, k) = −Rj Rq Rj Csmpk + Csmpk , e (j) (s, m, p, k) = β1 pRk−1 Rp+1 × N q 13 j 2 (m,s) (m,s) × Rj (k + 2)akp,q (ϑ0 , ϕ0 ) + kbkp,q (ϑ0 , ϕ0 ) , e (j) (s, m, p, k) = −Rk−1 Rqp+1 σ (j,4) (G(m,s) ), N 15 j mk kp,q e (j) (s, m, p, k) = 0, ` = 4, 6, N 1` e (j) (s, m, p, k) = −Rk−1 Rp+1 G(m,s) (ϑ0 , ϕ0 ), N q 21 j kp,q (3.28) 110 L. Giorgashvili, G. Karseladze, G. Sadunishvili h i e (j) (s, m, p, k) = −Rk−1 Rqp+1 Rj2 C (j,3) + 1 C (j,2) , N 22 j smpk k smpk 2 (m,s) (m,s) (j) k−1 p+1 e Rj akp,q (ϑ0 , ϕ0 ) + bkp,q (ϑ0 , ϕ0 ) , N23 (s, m, p, k) = β1 pRj Rq e (j) (s, m, p, k) = − 1 Rk−1 Rqp+1 σ (j,4) (G(m,s) ), N 25 mk kp,q k j e (j) (s, m, p, k) = 0, ` = 4, 6, N 2` e (j) (s, m, p, k) = β2 pRk−1 Rqp+1 × N 32 j (m,s) (m,s) × (k + 2)Rj2 akp,q (ϑ0 , ϕ0 ) + kbkp,q (ϑ0 , ϕ0 ) , e (j) (s, m, p, k) = −Rk−1 Rp+1 R2 C (j,5) + C (j,6) , N j smpk q 33 j smpk e (j) (s, m, p, k) = −Rk−1 Rqp+1 G(m,s) (ϑ0 , ϕ0 ), N 34 j kp,q e (j) (s, m, p, k) = −Rk−1 Rqp+1 σ (j,4) (G(m,s) ), N 36 j mk kp,q e (j) (s, m, p, k) = 0, ` = 1, 5, N 3` e (j) (s, m, p, k) = β2 pRk−1 Rp+1 R2 a(m,s) (ϑ0 , ϕ0 ) + b(m,s) (ϑ0 , ϕ0 ) , N j kp,q q 42 j kp,q i h e (j) (s, m, p, k) = −Rk−1 Rp+1 R2 C (j,7) + 1 C (j,6) , N j smpk q 43 j k smpk (j) k−1 p+1 (m,s) e N44 (s, m, p, k) = −Rj Rq Gkp,q (ϑ0 , ϕ0 ), e (j) (s, m, p, k) = − 1 Rk−1 Rp+1 σ (j,4) (G(m,s) ), N q 46 mk kp,q k j (j) e (s, m, p, k) = 0, ` = 1, 5, N 4` e (j) (s, m, p, k) = −(2p − 1)Rk Rp+1 σ (j,3) (G(m,s) ), N j q 52 mk kp,q (3.29) e (j) (s, m, p, k) = −Rk Rp+1 C (j,4) , N j q 55 smpk e (j) (s, m, p, k) = 0, ` = 1, 3, 4, 6, N 5` e (j) (s, m, p, k) = −(2p − 1)Rjk Rqp+1 σ (j,3) (G(m,s) ), N 63 mk kp,q e (j) (s, m, p, k) = −Rjk Rqp+1 C (j,4) , N 65 smpk e (j) (s, m, p, k) = 0, ` = 1, 2, 4, 6, j 6= q = 1, 2. N 6` If the values of the vector xmk from (3.26) are inserted into (3.23), then for the unknown constants we obtain the following infinite system of linear algebraic equations: Amk = αmk + p ∞ X X p=1 s=−p Lsmpk Asp , k ≥ 1, where Amk has the form (3.24), αmk = H(k)e αmk , Lsmpk = H(k)N (s, m, p, k), (3.30) 111 Solution of a Boundary Value Problem of Statics Lsmpk .. (1) (2) L . L smpk smpk = . . . . . . . . . . . . . . . . . , . (3) .. L(4) L smpk (1) Lsmpk = H (1) (k)N (1) (s, m, p, k), (3) smpk (2) e (2) (s, m, p, k), Lsmpk = H (1) (k)N (4) (2) e (1) (s, m, p, k), L Lsmpk = H (2) (k)N (k)N (2) (s, m, p, k). smpk = H (3.31) Let us investigate the system (3.30). For this we need estimates of the elements of the matrix Lsmpk with respect to p and k. The following estimate is valid [8]: h (p + k + m − s)!(p + k − m + s)! i1/2 (k + m)!(k − m)!(p + s)!(p − s)! ≤ (p + k)! , k ≥ 1, p ≥ 1. (3.32) p!k! Taking the inequalities (1.11) and (3.32) into account, we obtain r (m,s) 1 2p + 1 (p + k)! G , kp,q (ϑ0 , ϕ0 ) ≤ k+p+1 d 2k + 1 p!k! r (m,s) 2p + 1 (p + k + 1)! 3 a , (3.33) kp,q (ϑ0 , ϕ0 ) < k+p+1 d 2k + 1 p!(k + 1)! r (m,s) 2p + 1 (p + k)! 3 b . kp,q (ϑ0 , ϕ0 ) < k+p−1 d 2k + 1 p!k! Using the inequalities (3.33), from (3.31), with the formulas (3.28) and (3.29) taken into account, we obtain the following estimates: k+p r 2p + 1 (1,`j) 2 R1 |Lsmpk | ≤ αk(p + 1) , d 2k + 1 R k R p+1 2 1 (2,`j) × |Lsmpk | ≤ β(p + 1)(k + 1) d d r (k + p + 1)! 2p + 1 × , p!(k + 1)! 2k + 1 R k R p+1 (3.34) 1 2 (3,`j) × |Lsmpk | ≤ γ(p + 1)(k + 1) d d r (k + p + 1)! 2p + 1 × , p!(k + 1)! 2k + 1 r R k+p 2p + 1 2 (4,`j) |Lsmpk | ≤ δk(p + 1)2 , d 2k + 1 `, j = 1, 2, . . . , 6, k ≥ 1, p ≥ 1, where α, β, γ, δ are positive constants not depending on p and k. Let us show that the system (3.30) is quasiregular, which means that the regularity condition is fulfilled only in the rows, starting from a certain one, 112 L. Giorgashvili, G. Karseladze, G. Sadunishvili i.e., [9] p X 12 ∞ X X p=1 s=−p j=1 (`j) (3.35) (`j) (3.36) |Lsmpk | < 1, k = N +1, N +2, . . . , ` = 1, 2, . . . , 12, and, moreover, p X 12 ∞ X X p=1 s=−p j=1 |Lsmpk | < +∞, k = 1, 2, . . . , N, ` = 1, 2, . . . , 12, ∞ X |αmk,` | ≤ M 1 − p X 12 X p=N +1 s=−p j=1 (`j) |Lsmpk | , (3.37) k = N + 1, N + 2, . . . , ` = 1, 2, . . . , 12, where M > 0 is a constant. We first prove the existence of a natural number N such that for k > N we have the following inequality: p X 12 ∞ X X p=1 s=−p j=1 (`j) |Lsmpk | < 1 − ρ, (3.38) k = N + 1, N + 2, . . . , ` = 1, 2, . . . , 12, where 0 < ε0 < ρ < ε < 1. Taking into account the inequalities (3.34) and the identity [5] ∞ X (k + p)! p=0 k!p! tp = 1 k+1 , 0 < t < 1, 1−t we obtain p X 12 ∞ X X p=1 s=−p j=1 +σ3 (k + 1)4 (`j) |Lsmpk | < σ1 k R k 1 d + σ2 k R k 2 d + d 5 R k d 5 R1 k 2 + σ4 (k + 1)4 < d − R2 d − R2 d − R1 d − R1 R k 1 < σk 4 , k ≥ 1, (3.39) d − R2 where σ, σ` , ` = 1, 2, 3, 4, are positive constants not depending on k. The following lemma is true [3]. Lemma 3.1. If 0 < α = const < 1, c = const > 0, m and k are natural numbers, then the inequality k m ak < c is valid for any n 2 o 1 k > N = max 2, 4a m c− m (1 − a1/m )−2 , where [◦] is the integer part of the number enclosed in the brackets. 113 Solution of a Boundary Value Problem of Statics By virtue of this lemma we conclude that the inequality R k 1 σk 4 <1−ρ d − R2 holds for any k > N where n h 1 p −2 io 1 p 1 N = max 2, 4σ 4 (1 − ρ)− 4 R12 4 d − R2 − 4 R1 . Thus we have proved the inequality (3.38) and, along with it, the inequality (3.35). From the inequality (3.39) it follows that p X 12 ∞ X X p=1s=−p j=1 (`j) |Lsmpk | < σ1 k 4 ≤ σN 4 < +∞, k = 1, 2, . . . , N, ` = 1, 2, . . . , 12. The inequality (3.36) is thereby proved. Let us choose a constant M such that 1 M = 0 max |αmk,` |, k ≥ 1, ` = 1, 2, . . . , 12. ε Hence, with (3.38) taken into account, it follows that |αmk,` | ≤ max |αmk,` | = M ε0 < M ρ < k≥1 < M 1− ∞ X p X 12 X p=1s=−p j=1 (`j) |Lsmpk | p X 12 ∞ X X (`j) |Lsmpk | , < M 1− (3.40) p=N +1s=−p j=1 k = N + 1, N + 2, . . . , ` = 1, 2, . . . , 12. The inequality (3.37) is thereby proved. Thus we have proved that the system (3.30) is quasiregular. As is known [9], the problem of the existence of a solution of such a system reduces to the problem of the existence of a solution of a finite system. From the system (3) it follows that for k → ∞ (j,1) (j,1) (j,2) (j,1) (j,3) (j,2) (j,4) (j,2) |xmk | ∼ |αmk |, |xmk | ∼ |βmk |, |xmk | ∼ |αmk |, |xmk | ∼ |βmk |, (j,5) (j,1) (j,6) (j,2) |xmk | ∼ |γmk |, |xmk | ∼ |γmk |, j = 1, 2. (j,`) (j,`) The series (3) containing the constants Bmk , ` = 1, 2, . . . , 6, Cmk , (j,`) Hmk , ` = 2, 3, converge irrespective of the fact whether x ∈ Ω or x ∈ ∂Ωj , j = 1, 2. The regularity of the vector U = (u0 , u00 ) depends on the convergence of the series (3) and their derivatives of first order (j,`) containing the constants Amk , j = 1, 2, ` = 1, 2, . . . , 6. If x ∈ Ω− , then rj > Rj , j = 1, 2, and the above-mentioned series converge absolutely and uniformly in Ω− . If x ∈ ∂Ωj , then, in view of the estimates (1.10), (1.11), for the convergence of the series (3) and their first degree derivatives it is (j,`) (j,`) Dmk , Emk , − 114 L. Giorgashvili, G. Karseladze, G. Sadunishvili (j) (j) (j) sufficient that the coefficients αmk , βmk , γmk , j = 1, 2, admit the following estimates for k → ∞ (j) αmk = O(k −4 ), (j) (j) βmk = O(k −5 ), γmk = O(k −5 ), j = 1, 2. (j) (j) (3.41) (j) From Theorem 1.1 it follows that the coefficients αmk , βmk , γmk , j = 1, 2, admit the estimates (3.41) if the vector function f (j) (z) belongs to the class f (j) (z) ∈ C 4 (∂Ωj ), j = 1, 2. (j) (j) (j) Note that since the coefficients αmk , βmk , γmk , j = 1, 2, tend to zero for k → ∞, we can always choose a constant M > 0 such that the inequality (3.40) be fulfilled. With (3.5) taken into account, from (3.4) it follows that for |x| → ∞ we have u0 (x) = O(|x|−1 ), ∂u0j (x) = O(|x|−2 ), ∂xk u00 (x) = O(|x|−1 ), ∂u00j (x) = O(|x|−2 ), k, j = 1, 2, 3. ∂xk (3.42) Problem (I)− is solved. Problems (II)− and (III)− are solved analogously. References 1. R. J. Atkin, P. Chadwick, and T. R. Steel, Uniqueness theorems for linearized theories of interacting continua. 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Gooz and V. T. Golovchan, Diffraction of elastic waves in multiply connected bodies. (Russian) Naukova Dumka, Kiev, 1972. 9. L. V. Kantorovich and V. I. Krilov, Approximate methods of higher analysis. (Russian) Gos. Izdat. Fiz-Math. Literaturi, Moscow–Leningrad, 1962. 10. R. J. Knops and T. R. Steel, Uniqueness in the linear theory of a mixture of two elastic solids. Internat. J. Engrg. Sci. 7 (1969), 571–577. 11. V. D. Kupradze, T. G. Gegelia, M. O. Basheleishvili, and T. V. Burchuladze, Three-dimensional problems of the mathematical theory of elasticity and thermoelasticity. North-Holland Publishing Co., Amsterdam–New York, 1979. 12. F. M. Mors and G. Feshbah, Methods of theoretical physics, II. (Russian) Izdat. Inostr. Literaturi, Moscow, 1960. Solution of a Boundary Value Problem of Statics 115 13. D. G. Natroshvili, A. Ya. Jagmaidze, and M. Zh. Svanadze, Some problems in the linear theory of elastic mixtures. (Russian) Tbilis. Gos. Univ., Tbilisi, 1986. 14. T. R. Steel, Applications of a theory of interacting continua. Q. J. Mech. Appl. Math. 20 (1967), 57–72. 15. A. N. Tikhonov and A. A. Samarskiı̌, Equations of mathematical physics. (Russian) Fizmatgiz, Moscow, 1966. 16. A. F. Ulitko, The method of eigenvector functions in three-dimensional problems of the theory of elasticity. (Russian) Naukova Dumka, Kiev, 1979. (Received 23.07.2008) Authors’ address: Georgian Technical University Department of Mathematics 77, M. Kostava St., Tbilisi 0175 Georgia E-mail: lgiorgashvili@yahoo.com