About a new solving method of the space problem for the elastic layer
Abstract
The exact solution of the elasticity mixed problem for the space layer in the case of presence an arbitrary orientation concentrated force inside the layer was constructed, when stresses were set on the side and another one is fixed. As distinguished from traditional solving approaches to this problem based on Papkovich–Neuber and Trefftz methods which reduce Lame equations to harmonic equations with indivisible boundary conditions what makes solving technique difficult. New method was used here, based on reducing Lame equations to an independently solved one and two combined solved equations. Boundary conditions divide too. These two equations were reduced to the vector one-dimensional boundary problem by the method of integral transformations.
Downloads
Published
Issue
Section
License
Copyright (c) 2017 Г. Я. Попов, А. А. Фесенко
![Creative Commons License](http://i.creativecommons.org/l/by-nd/4.0/88x31.png)
This work is licensed under a Creative Commons Attribution-NoDerivatives 4.0 International License.
All authors agree with the following conditions:
- The authors reserve the right to claim authorship of their work and transfer to the journal the right of first publication of the work under the license agreement (the agreement).
- Authors have a right to conclude independently additional agreement on non-exclusive spreading the work in the form in which it was published by the jpurnal (for example, to place the work in institution repository or to publish as a part of a monograph), providing a link to the first publication of the work in this journal.
- Journal policy allows authors to place the manuscript in the Internet (for example, in the institution repository or on a personal web sites) both before its submission to the editorial board and during its editorial processing, as this ensures the productive scientific discussion and impact positively on the efficiency and dynamics of citation of published work (see The Effect of Open Access).