Email this article Stressed State in Composite Reinforced Concrete Turbine Penstocks in a High-Head Dam Structure
- Authors: Gakhova L.N.1, Kuznetsova Y.A.2
-
Affiliations:
- N. A. Chinakal Institute of Mining, Siberian Branch, Russian Academy of Sciences
- Novosibirsk State University of Architecture and Civil Engineering
- Issue: Vol 49, No 5 (2016)
- Pages: 319-323
- Section: Hydrotechnical Construction
- URL: https://journals.rcsi.science/1570-145X/article/view/244940
- DOI: https://doi.org/10.1007/s10749-016-0622-x
- ID: 244940
Cite item
Open Access
Access granted
Subscription Access
Abstract
This article presents the results of analyzing the stressed state in composite reinforced concrete turbine penstocks used in high-head water dams. The analysis uses the boundary integral equation method (BIEM) for two penstock placement options: the outer surface of the downstream dam face, or within the expanse of the downstream dam face. Crack formation in concrete and thermal effects have been taken into account in this analysis.
About the authors
L. N. Gakhova
N. A. Chinakal Institute of Mining, Siberian Branch, Russian Academy of Sciences
Author for correspondence.
Email: gahoval@mail.ru
Russian Federation, Novosibirsk
Yu. A. Kuznetsova
Novosibirsk State University of Architecture and Civil Engineering
Email: gahoval@mail.ru
Russian Federation, Novosibirsk
