Отправить статью по E-mail Stressed State in Composite Reinforced Concrete Turbine Penstocks in a High-Head Dam Structure
- Авторы: Gakhova L.N.1, Kuznetsova Y.A.2
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Учреждения:
- N. A. Chinakal Institute of Mining, Siberian Branch, Russian Academy of Sciences
- Novosibirsk State University of Architecture and Civil Engineering
- Выпуск: Том 49, № 5 (2016)
- Страницы: 319-323
- Раздел: Hydrotechnical Construction
- URL: https://journals.rcsi.science/1570-145X/article/view/244940
- DOI: https://doi.org/10.1007/s10749-016-0622-x
- ID: 244940
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Аннотация
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.
Об авторах
L. Gakhova
N. A. Chinakal Institute of Mining, Siberian Branch, Russian Academy of Sciences
Автор, ответственный за переписку.
Email: gahoval@mail.ru
Россия, Novosibirsk
Yu. Kuznetsova
Novosibirsk State University of Architecture and Civil Engineering
Email: gahoval@mail.ru
Россия, Novosibirsk
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