Stressed State in Composite Reinforced Concrete Turbine Penstocks in a High-Head Dam Structure


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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.

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L. Gakhova

N. A. Chinakal Institute of Mining, Siberian Branch, Russian Academy of Sciences

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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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