It is demonstrated that the stresses in a smooth lining and deformed rebar when functioning in unison depend on their different engagement with the concrete. Aprocedure is given for analysis of the stress state of the lining and rod reinforcement, and also a procedure for analysis of anchors ensuring combined functioning with the concrete. In-service characteristics are presented for a steel-reinforced-concrete structure subject to temperature effects.
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References
R. V. Voronkov, Reinforced-Concrete StructuresWith Sheet Reinforcement [in Russian], Stroiizdat (Leningrad Division), Leningrad (1975).
F. E. Klimenko and N. L. Gaidash, “Steel-reinforced-concrete bending elements with sheet steel,” Vestn. L’Vov. Politekhn. Inst., No. 70 (1972).
V. B. Nikolaev and V. A. Sholokhov, Static Performance of a Combined Lining-Tunnel Design [in Russian], Izd. Scientific-Research Department of the Gidroproekt, Moscow (1970).
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Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 4, April 2014, pp. 17 – 19.
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Nikolaev, V.B., Klimov, E.A. Use of Steel Linings as Effective Reinforcement in Reinforced-Concrete Strucutres of HPP and NPP. Power Technol Eng 48, 201–204 (2014). https://doi.org/10.1007/s10749-014-0508-8
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DOI: https://doi.org/10.1007/s10749-014-0508-8