| Issue |
MATEC Web Conf.
Volume 117, 2017
RSP 2017 – XXVI R-S-P Seminar 2017 Theoretical Foundation of Civil Engineering
|
|
|---|---|---|
| Article Number | 00008 | |
| Number of page(s) | 7 | |
| DOI | https://doi.org/10.1051/matecconf/201711700008 | |
| Published online | 24 July 2017 | |
The contact layer method in calculating of the shear compounds.
Moscow state university of civil engineering, Yaroslavskoye shosse, 26, Moscow, Russia, 129337
* Corresponding author: asv@mgsu.ru
The paper presents a solution of the problem of the stress-strain state of a three-layer model under a shear load. The interaction between layers is accomplished by the contact layer in which the substances of adhesive and substrate are mixed. We will consider the contact layer as the transversal anisotropic medium with such parameters that it can be represented as a set of short elastic rods, which are not connected to each other. Three variants of the resolving system of equations are considered. For each of the variant, a calculation is made for the three load cases. The curves of distribution of the normal forces and tangential stresses in the contact layers were obtained.
© The Authors, published by EDP Sciences, 2017
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