Fundamental Solutions for a Piecewise-Homogeneous Transversely Isotropic Elastic Space

The problem of construction the fundamental solutions for a piecewise-homogeneous transversely isotropic space is reduced to matrix Riemann in slowly increasing distributions. We propose method solution this problem. As result, explicit form, we obtain expressions components vector and simple representations stress tensor displacements plane joint elastic half spaces subjected action concentrated normal tangential forces. study fields stresses spaces. In particular, some combinations materials, present numerical values coefficients influence forces on displacements. also establish conditions under which are absent