Stress-Strain State of Normal Sections of Precast-Monolithic Reinforced Concrete Beams

Author:

Kryuchkov A. A.ORCID,Frolov N. V.ORCID,Smolyago G. A.ORCID

Publisher

Springer International Publishing

Reference14 articles.

1. Romashko, V.: The generalized model of reinforced concrete elements and structures deformation. Int. Sci. J. 1(3), 84–86 (2016)

2. Karpenko, N., Eryshev, V., Rimshin, V.: The limiting values of moments and deformations ratio in strength calculations using specified material diagrams. IOP Conf. Ser. Mater. Sci. Eng. 463(3), 032024 (2018)

3. Bondarenko, V., Kolchunov, V.: Settlementmodels of Power Resistance of Reinforced Concrete. ASV Publ, Moscow (2004)

4. Belyaev, A., Nesvetaev, G., Mailyan, D.: Calculation of three-layer bent reinforced concrete elements considering fully transformed concrete deformation diagrams. In: MATEC Web of Conferences, vol. 106, p. 04022 (2017)

5. Kryuchkov, A., Zhdanov, A.: Approach to an estimation deformability of bending concrete elements based on iterative calculation method. Bull. Belgorod State Technol. Univ. named after V.G. Shukhov, 2(1), 73–76 (2017)

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