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. | Mirsayapov Ilizar Talgatovich Doctor of technical sciences, professor Email: This e-mail address is being protected from spambots. You need JavaScript enabled to view it Kazan State University of Architecture and Engineering The organization address: 420043, Russia, Kazan, Zelenaya str., 1 Garifullin Dinar Rafikovich Chief Engineer Email: This e-mail address is being protected from spambots. You need JavaScript enabled to view it NPPF Fundamentspetcremont The organization address: 420087, Russia, Kazan, Gvardeyskaya str., 56 |
| Title of the article | Method of calculation of reinforced concrete bendable elements for endurance by limiting forces |
| Abstract. | Problem statement. In reinforced concrete bendable structures, under cyclic loads in the compressed zone of concrete, inelastic deformations of vibration creep are manifested and develop under connected conditions. This leads to non-stationary modes of deformation of concrete and reinforcement. Endurance calculation is a complex and difficult process. Therefore, it is necessary to develop a simplified methodology based on the well-known limit state method. Results. Experimental and theoretical studies of the endurance of reinforced concrete structures, under stationary and non-stationary modes of repeatedly repeated cyclic loading, have been carried out and a simplified method for calculating endurance by limiting forces has been developed. Conclusions. A new method has been developed for calculating the endurance of reinforced concrete structures by limiting forces under cyclic loads regime. In this simplified substitution, the change in the stress-strain state of the concrete of the compressed zone and the longitudinal stretched reinforcement is considered, taking into account the redistribution of forces between them in the process of cyclic loading. |
| Keywords. | reinforced concrete bending element, normal cross-section, compressed zone concrete, maximum stresses, cyclic loading stress, cycle asymmetry coefficient, non-stationary and stationary loading |
| For citations: | Mirsayapov Ilizar T., Garifullin D. R. Method of calculation of reinforced concrete bendable elements for endurance by limiting forces. Izvestiya KGASU. 2021. No. 3 (57). P. 23–31. DOI: 10.52409/20731523_2021_3_23 |
