Use of finite-element simulation of primary deformations within walls of discharge tunnel to present anthropogenic disasters

DOI

10.2991/aime-18.2018.70How to use a DOI?

Keywords

finite-element, discharge tunnel, anthropogenic disasters, climatic changes growth

Abstract

The results of simulation of finite-element state for stressed and strained changes under different failures of hydraulic structures are given. As a result of the experiment, a solid-state model of bearing elements was built. Stressed and strained state of reinforced concrete bearing elements of the discharge tunnel for the shaft spillway of the earth dam under different load combinations is considered. An intensive threshold of danger to form longitudinal cracks and defects in the course of computations of the moment-free profile of the structure is determined; it is shown that when using the pipes with rational cross-section form, saving in the material (rein forced concrete) achieves twenty five percent.

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  - Taras L. Lyapota
AU  - Vladimir V. Vanzha
AU  - Mikhail A. Bandurin
AU  - Victor A. Volosukhin
AU  - Alexander V. Mikheyev
PY  - 2018/04
DA  - 2018/04
TI  - Use of finite-element simulation of primary deformations within walls of discharge tunnel to present anthropogenic disasters
BT  - Proceedings of the International Conference "Actual Issues of Mechanical Engineering" (AIME 2018)
PB  - Atlantis Press
SP  - 363
EP  - 367
SN  - 2352-5401
UR  - https://doi.org/10.2991/aime-18.2018.70
DO  - 10.2991/aime-18.2018.70
ID  - Lyapota2018/04
ER  -