Istrazivanja i projektovanja za privreduJournal of Applied Engineering Science

THE NEW HYPOTHESIS ANGULAR DEFORMATION AND FILLing OF DIAGRAMS IN BENDing WITH TORSION IN REINFORCED CONCRETE STRUCTURES


DOI: 10.5937/jaes0-32660 
This is an open access article distributed under the CC BY 4.0
Creative Commons License

Volume 19 article 877 pages: 972-979

Vladimir Kolchunov*
South-West State University, Department of Unique Buildings and Structures, Kursk, Russian Federation

Aleksey Dem'yanov
South-West State University, Department of Unique Buildings and Structures, Kursk, Russian Federation

Maxim Protchenko
South-West State University, Department of Unique Buildings and Structures, Kursk, Russian Federation

The authors considered a simple method for constructing bend-torsion functionals by grid methods. Analysis of the diagrams of angular deformations and shear stresses made it possible to develop a new hypothesis of angular deformations. The consequences of the hypothesis were in the form of expressions from the analysis of diagrams. The authors also obtained functionals for determining angular deformations, bending and torque moments from the compressed area of concrete and reinforcement. The projection ratios helped to determine the shear and normal stresses through deformations using diagrams. The filling of the diagrams was in the form of expressions using functionals. The authors recorded expressions for determining the filling of the diagrams, as well as the total bending and torque moments.

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The work described in this paper has been conducted in the South-West State University of Russia.

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