Abstract:SUMMARYBy the potential method, we investigate the Dirichlet and Neumann boundary value problems of the elasticity theory of hemitropic (chiral) materials in the case of Lipschitz domains. We study properties of the single-and double-layer potentials and of certain, generated by them, boundary integral operators. These results are applied to reduce the boundary value problems to the equivalent ÿrst and the second kind integral equations and the uniqueness and existence theorems are proved in various function s… Show more
“…Thus from formula (19), the nonnegative function g T ∈ L ∞ (S C ). Consider the following unilateral mixed contact problem with friction.…”
Section: Formulation Of the Mixed Unilateral Contact Problem With Trementioning
confidence: 98%
“…The following assertion describes the null space of the energy density quadratic form E(U, U) (see [19]). 6 .…”
Section: Green's Formulasmentioning
confidence: 98%
“…To reduce Problem (A) to a boundary variational inequality we need first to reduce the nonhomogeneous equation (20) and nonhomogeneous condition (21) to the homogeneous ones. To this purpose consider the following auxiliary linear mixed boundary value problem:…”
Section: Problem (A) (Coercive Case)mentioning
confidence: 99%
“…For real-valued vector functions U = (u, ) and U = (u , ) from the class [C 2 ( )] 6 the following Green formula holds [19] […”
Section: Green's Formulasmentioning
confidence: 99%
“…where , , , , , , , , and are the material constants, see [7,19]. The equilibrium equations in the theory of hemitropic elasticity read as, see [7,19],…”
We investigate unilateral contact problems for micropolar hemitropic elastic solids. Our study includes Tresca friction (given friction model) along some parts of the boundary of the body. We equivalently reduce these problems to boundary variational inequalities with the help of the Steklov-Poincaré type operator. Based on our boundary variational inequality approach we prove existence and uniqueness theorems for weak solutions. We prove that the solutions continuously depend on the data of the original problem and on the friction coefficient. We treat also the case, when the body is not fixed, but only submitted to force and couple stress vectors along some parts of the boundary and is in unilateral frictional contact with a rigid foundation. In this situation we present necessary and sufficient conditions of solvability.
“…Thus from formula (19), the nonnegative function g T ∈ L ∞ (S C ). Consider the following unilateral mixed contact problem with friction.…”
Section: Formulation Of the Mixed Unilateral Contact Problem With Trementioning
confidence: 98%
“…The following assertion describes the null space of the energy density quadratic form E(U, U) (see [19]). 6 .…”
Section: Green's Formulasmentioning
confidence: 98%
“…To reduce Problem (A) to a boundary variational inequality we need first to reduce the nonhomogeneous equation (20) and nonhomogeneous condition (21) to the homogeneous ones. To this purpose consider the following auxiliary linear mixed boundary value problem:…”
Section: Problem (A) (Coercive Case)mentioning
confidence: 99%
“…For real-valued vector functions U = (u, ) and U = (u , ) from the class [C 2 ( )] 6 the following Green formula holds [19] […”
Section: Green's Formulasmentioning
confidence: 99%
“…where , , , , , , , , and are the material constants, see [7,19]. The equilibrium equations in the theory of hemitropic elasticity read as, see [7,19],…”
We investigate unilateral contact problems for micropolar hemitropic elastic solids. Our study includes Tresca friction (given friction model) along some parts of the boundary of the body. We equivalently reduce these problems to boundary variational inequalities with the help of the Steklov-Poincaré type operator. Based on our boundary variational inequality approach we prove existence and uniqueness theorems for weak solutions. We prove that the solutions continuously depend on the data of the original problem and on the friction coefficient. We treat also the case, when the body is not fixed, but only submitted to force and couple stress vectors along some parts of the boundary and is in unilateral frictional contact with a rigid foundation. In this situation we present necessary and sufficient conditions of solvability.
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