Stressed State in Composite Reinforced Concrete Turbine Penstocks in a High-Head Dam Structure
- 作者: Gakhova L.N.1, Kuznetsova Y.A.2
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隶属关系:
- N. A. Chinakal Institute of Mining, Siberian Branch, Russian Academy of Sciences
- Novosibirsk State University of Architecture and Civil Engineering
- 期: 卷 49, 编号 5 (2016)
- 页面: 319-323
- 栏目: 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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详细
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.
作者简介
L. Gakhova
N. A. Chinakal Institute of Mining, Siberian Branch, Russian Academy of Sciences
编辑信件的主要联系方式.
Email: gahoval@mail.ru
俄罗斯联邦, Novosibirsk
Yu. Kuznetsova
Novosibirsk State University of Architecture and Civil Engineering
Email: gahoval@mail.ru
俄罗斯联邦, Novosibirsk
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