1. SP 63.13330.2012. Concrete and reinforced concrete structures. Main provisions/Updated version of SNiP 52-01-2003. Ministry of Regional Development of Russia (2012)
2. Lee, J.Y., Kim, U.Y.: Effect of longitudinal tensile reinforcement ratio and shear span-depth ratio on minimum shear reinforcement in beams. ACI Struct. J. 105(2), 134 (2008)
3. Obernihin, D.V.: Numerical study of strength, fracture toughness and deformativnosti of steel reinforced concrete elements of trapezoidal cross-section. Bull. Belgorod State Technol. Univ. Named V G Shukhov 2(5), 24–29 (2017)
4. Eryshev, V.: Deformation method for calculating the strength of reinforced concrete bending elements using deforming diagrams for elastoplastic materials. Syst. Methods Technol. 79–84, (2018)
5. Nikulin, A.I., Qasim, A.-K.A.F.: Improving the methodology for calculating the bearing capacity of eccentrically compressed reinforced concrete elements based on the use of the refined curvilinear deformation diagrams of concrete and reinforcement. Mater. Sci. Forum 974, 570–576 (2019)