Use of finite-element simulation of primary deformations within walls of discharge tunnel to present anthropogenic disasters
Authors
Taras L. Lyapota, Vladimir V. Vanzha, Mikhail A. Bandurin, Victor A. Volosukhin, Alexander V. Mikheyev
Corresponding Author
Taras L. Lyapota
Available Online April 2018.
- 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/).
Cite this article
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 -