Steel-reinforced concrete penstock experiments

被引：0
作者：
Nikolaev V.B. [1 ]
Lisichkin S.E. [2 ]
Rubin O.D. [3 ]
Lisichkin A.S. [2 ]
机构：
[1] JSC “Atoménergoproekt”, Moscow
[2] Engineering Center for Structures and Technologies in Power Industry (ITs SKTE), Moscow
[3] Scientific-Research Institute of Energy Structures (NIIES), Moscow
来源：
Power Technology and Engineering | 2017年 / 50卷 / 5期
关键词：
Crack spacing; Crack width; Cracking pattern; Experimental studies; Hoop reinforcement; Inner steel lining; Internal pressure; Outer reinforced-concrete shell; Penstocks; Steel-reinforced concrete structure; Strength;
D O I：
10.1007/s10749-017-0734-y
中图分类号：
学科分类号：
摘要：
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. © 2017 Springer Science + Business Media New York.
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收藏
页码：466 / 472
页数：6
相关论文
共 6 条
  • [1] Rubin O.D., Lisichkin S.E., Strength design of the Boguchany dam penstocks, Trudy VNIIG Im. B. E. Vedeneeva, 232, pp. 433-445, (1996)
  • [2] Rubin O.D., Lisichkin S.E., Nikolaev B.A., Kamnev N.M., Characteristics of calculating and designing concrete-encased steel penstocks, Hydrotechn. Constr., 33, 1, pp. 40-48, (1999)
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  • [6] Rubin O.D., Lisichkin S.E., Kasatkin N.V., Ponomarev D.I., Design-basis justification of the steel-concrete design of the power conduits of the Zaramagskaya HPP-1, Gidrosooruzheniya, 1, pp. 8-15, (2011)
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