About the authors
| First name, Middle name, Last name, Scientific degree, Scientific rank, Current position. Full and brief name of the organization, The organization address. | Ilshat T. Mirsayapov, Doctor of Technical Sciences, Associate Professor, Kazan State University of Architecture and Engineering, Kazan, Russian Federation E-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it , ORCID: 0000-0003-4902-6167 Ilnur M. Gimatdinov, post-graduate student, Kazan State University of Architecture and Engineering, Kazan, Russian Federation. E-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it , ORCID: 0000-0002-8280-1500 |
| Title of the article | Calculation of a steel-reinforced concrete beam based on a two-line deformation diagram |
| Abstract. | With the development of construction, the issue of designing long-span buildings and structures becomes relevant. One of the options for solving this issue is the use of steel-reinforced concrete structures, due to their advantages in rigidity and strength. This paper examines a steel-reinforced concrete beam of a new section, which allows designing these structures without the use of stud bolts and determining their load-bearing capacity. The purpose of the work is to develop a method for calculating steel-reinforced concrete beams based on a two-line deformation diagram. The objectives of the work are to study the two-line deformation diagram in the regulatory framework, the principle of its construction, to determine the dependence of relative deformations and stresses, to propose a method for calculating a steel-reinforced concrete beam based on the material deformation diagram. Results. The proposed method allows determining the load-bearing capacity of the beam. Conclusions. The developed methodology makes it possible to analytically predict and also calculate these structures in terms of the limiting moments perceived by them. |
| Keywords. | steel-reinforced concrete, steel-reinforced concrete structures, steel-reinforced concrete beam, calculation of steel-reinforced concrete structures |
| For citations: | Mirsayapov Ilshat T., Gimatdinov I.M. Calculation of a steel-reinforced concrete beam based on a two-line deformation diagram // News of KSUAE, 2024, № 3(69), p. 118-129, DOI: 10.48612/NewsKSUAE/69.11, EDN: IPUFWM |
