| Issue |
MATEC Web Conf.
Volume 117, 2017
RSP 2017 – XXVI R-S-P Seminar 2017 Theoretical Foundation of Civil Engineering
|
|
|---|---|---|
| Article Number | 00019 | |
| Number of page(s) | 5 | |
| DOI | https://doi.org/10.1051/matecconf/201711700019 | |
| Published online | 24 July 2017 | |
The application of ANSYS software package in limit load analysis of structures made from anisotropic nonlinear elastic materials
1 Moscow state university of civil engineering, Yaroslavskoye shosse, 26, Moscow, Russia, 129337
2 Acronis International GmbH, 127566, Moscow, Russia, Altufievskoye Shosse 44
* Corresponding author: nsb_sapr@mail.ru
The article deals with the analysis of structures made from anisotropic nonlinear elastic materials. A variation of the deformation theory of plasticity by G.A. Geniev was chosen as theoretical basis for the analysis. The article introduces the method of finding the limit load of a structure made of an anisotropic nonlinear elastic material in the state of plane stress. The analysis was carried out with the help of ANSYS software package. A special subroutine UserMat developed by the authors enables the user to specify a model in accordance with the basic theory of material behavior.
© The Authors, published by EDP Sciences, 2017
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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