UDC 539.3 We have constructed the fundamental system of solutions of the axially symmetric problem of the theory of elasticity for an unbounded body with a sheet of volume forces, normal to a chosen plane, and moment dipoles, which is a mathematical model of the internal boundary layer of a certain type. With the help of such layers, one succeeds in formulating some inverse problems of elasticity and, hence, the related problems of the control of stress-strain state on the corresponding surfaces. We have also formulated and solved the generalized Kelvin problem and, according to it, for the plane of distributed normal load, and established the law of distribution of the moment dipoles (sheet parameters), which provides the vertical displacements assigned for points of the plane, in particular, zero, by the corresponding tension. Based on the definition of zero- and first-order singular material surfaces of discontinuity of the field characteristics [9], we investigate a variant of such surface as a mathematical model of the plane sheet of (distributed according to certain laws, determined by two generating functions) volume moment dipoles and volume, normal to the plane of distribution, forces, which are represented via the Hankel integrals. These distributions correspond to the fundamental system of solutions of the equations of statics of an elastic body in a cylindrical coordinate system, according to which the radial displacement, volume strain, and normal stresses have jumps in passage across the sheet plane [6, 10], and the tangential stress contains a term concentrated only in this plane. According to the definition in [9], we consider such a plane (zero- and first-order material singular surface) as an internal boundary layer, which is a material carrier of certain properties, different from those predicted by the equations of the linear theory of elasticity, and enables one to model certain types of planar defects of the structure of a perfect elastic material. The constructed solutions for the displacement field and all the other field characteristics of stress-strain state in a cylindrical coordinate system are written in terns of the Hankel integrals and contain the generating functions of the distribution densities of volume moment dipoles and volume forces unknown beforehand. Their appropriate choice enables one to obtain the solutions of a certain class of axially symmetric problems of the mechanics of deformable solids. Note that the fundamental system of solutions of the equations of statics with a sheet of volume forces, tangent to the plane, and momentless dipoles in a cylindrical coordinate system was constructed in [3]. 1. Fundamental System of Solutions of the Second-Type Equations of Statics
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