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Experimental Studies of Reinforced Concrete Structures of Hydraulic Engineering Constructions with Interlocking Seams Reinforced with Prestressed Basalt Composite Rebar

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Power Technology and Engineering Aims and scope

This article presents the results of experimental studies of reinforcement with prestressed basalt-composite rebar in the tensile zone of the structure. The studies were performed on beam type models, taking into account the characteristic aspects of the reinforced concrete structures of the hydraulic engineering construction (HEC). Reinforcement is made by the method of tension “on concrete.” The models were tested for bending moment and transverse force.

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References

  1. SP 63.13330.2012. Concrete and Reinforced Concrete Structures. Key Provisions: Updated edition of SNiP 52-01–2003 [in Russian], Moscow (2012).

  2. SP 295.1325800.2017. Concrete Structures Reinforced with Polymer Composite Reinforcement. Design Rules [in Russian], Standartinform (2017).

  3. V. B. Nikolaev, O. D. Rubin, “Improvement of methods for calculating the strength of reinforced concrete structures of hydraulic engineering constructions with casting joints: Precis articles,” Énerget. Élektrif. Ser. 2. Gidroélektrost., Issue 1, 56 (1986).

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Correspondence to O. V. Zyuzina.

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Translated from Gidrotekhnicheskoe Stroitel’svo, No. 2, February 2021, pp. 41 – 47. DOI: 10.34831/EP.2021.31.89.004

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Zyuzina, O.V., Bellendir, E.N. Experimental Studies of Reinforced Concrete Structures of Hydraulic Engineering Constructions with Interlocking Seams Reinforced with Prestressed Basalt Composite Rebar. Power Technol Eng 55, 213–218 (2021). https://doi.org/10.1007/s10749-021-01342-y

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  • DOI: https://doi.org/10.1007/s10749-021-01342-y

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