On an Algorithm for Solving Nonlinear Boundary-value Problem of Structural Analysis

DOI

10.2991/isees-18.2018.102How to use a DOI?

Keywords

nonlinear solutions, sustainability, branching decisions, catastrophe theory, post-critic behavior

Abstract

The emergence of modern high-strength materials leads to the creation of thin-walled structures in various fields of technology. To obtain the necessary information about their behavior under load, it is necessary to analyze all the characteristic features encountered at all stages of their loading - at the initial (initial) stage of their work, considering one or several types of non-linearities, to find possible critical states, and to study the nature of the initial stage of postcritical deformation. The solution of such a general problem associated with discontinuous phenomena is based on mathematical ideas formulated in the branching theory of solutions of nonlinear equations.

Copyright

© 2018, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - Gelani Murtazaliyevich Murtazaliyev
AU  - Rasul Magomedovich Magomedov
AU  - Magomed Murtazaliyevich Payzulayev
AU  - Abduldzhafar Imamuseynovich Akayev
AU  - Anvar Magomedovich Dibirgadzhiyev
AU  - Magomed Akhmedovich Chikayev
PY  - 2018/12
DA  - 2018/12
TI  - On an Algorithm for Solving Nonlinear Boundary-value Problem of Structural Analysis
BT  - Proceedings of the International Symposium “Engineering and Earth Sciences: Applied and Fundamental Research” (ISEES 2018)
PB  - Atlantis Press
SP  - 538
EP  - 542
SN  - 2352-5401
UR  - https://doi.org/10.2991/isees-18.2018.102
DO  - 10.2991/isees-18.2018.102
ID  - Murtazaliyev2018/12
ER  -