Steel-Reinforced Concrete Penstock Experiments
- Authors: Nikolaev V.B.1, Lisichkin S.E.2, Rubin O.D.3, Lisichkin A.S.2
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Affiliations:
- JSC “Atoménergoproekt”
- Engineering Center for Structures and Technologies in Power Industry (ITs SKTE)
- Scientific-Research Institute of Energy Structures (NIIES)
- Issue: Vol 50, No 5 (2017)
- Pages: 466-472
- Section: Article
- URL: https://journals.rcsi.science/1570-145X/article/view/245389
- DOI: https://doi.org/10.1007/s10749-017-0734-y
- ID: 245389
Cite item
Abstract
Experimental results on steel-reinforced concrete penstocks with different ratios between the cross-sectional areas of the inner steel lining and the hoop reinforcement are presented. The formulas for the strength analysis of steel-reinforced concrete penstocks are improved to, in particular, take into account failure of the bond of the steel lining and reinforcement to concrete.
About the authors
V. B. Nikolaev
JSC “Atoménergoproekt”
Author for correspondence.
Email: valernik@inbox.ru
Russian Federation, Moscow
S. E. Lisichkin
Engineering Center for Structures and Technologies in Power Industry (ITs SKTE)
Email: valernik@inbox.ru
Russian Federation, Moscow
O. D. Rubin
Scientific-Research Institute of Energy Structures (NIIES)
Email: valernik@inbox.ru
Russian Federation, Moscow
A. S. Lisichkin
Engineering Center for Structures and Technologies in Power Industry (ITs SKTE)
Email: valernik@inbox.ru
Russian Federation, Moscow