Abstract
Any inverse problem requires that its ill-posedness be overcome through regularization or derivation of precise equations. On the basis of singular integral equations, connecting boundary values of stresses and displacements, the author proposes convergence method and its numerical algorithm in terms of a piecewise-homogeneous domain (pillar) where elastic properties, boundary surfaces and the contact conditions are determined under the overdetermined boundary conditions at the available contour of the domain.
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