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. | Zamaliev Farit Sakhapovich candidate of technical sciences, associate professor E-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it Kazan State University of Architecture and Civil Engineering The organization address: 420043, Russia, Kazan, Zelenaya st. 1 Ismagilov Bulat Tagirovich design engineer E-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it NPP«GKS» The organization address: 420111, Russia, Kazan, Moskovskaya st., 35 |
| Title of the article | Numerical and full-scale studies of anchor links of steel reinforced structures |
| Abstract. | Problem statement. The purpose of the study is to reveal the laws of the stress-strain state and the ultimate load-bearing capacity of anchor bonds most used in steel-reinforced concrete structures. The task was set on the basis of the analysis of technical domestic and foreign literature to identify the most used anchor devices in civil engineering. Carry out field tests and numerical experiments on models of steel-reinforced concrete prisms. Results. The main results of the research consist in the identification of a number of fundamental deformability provisions, the stressed state of the steel-concrete contact seam in a steel-reinforced concrete structure and the evaluation of the results of numerical and field studies. Conclusions. The significance of the results obtained for the construction industry is to identify the stress-strain state of the contact seam of a composite reinforced concrete element. The obtained results of studies, regularities of the contact seam of steel-reinforced concrete bending elements can be used in the construction of beam structures of new buildings of prefabricated-monolithic, steel-reinforced concrete, wood-concrete section and restoration of the serviceability of the floors of buildings that have served their regulatory period. |
| Keywords. | reinforced concrete structures, anchor connections, experiments, anchor strength. |
| For citations: | Zamaliev F.S., Ismagilov B.T. Numerical and full-scale studies of anchor links of steel reinforced structures // Izvestiya KGASU. 2018. №3(45) P.121-128. |
