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 Ilshat Talgatovich doctor of technical sciences, professor E-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it Nikitin Georgy Petrovich 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 Engineering The organization address: 420043, Russia, Kazan, Zelenaya st., 1 Khanbekov Midkhat Faridovich head of OGK group E-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it JSC «Kazan Giproniiaviaprom» The organization address: 420127, Russia, Kazan, Dementeva st., 1 |
| Title of the article | Theoretical investigations of the stress-strain state of flat reinforced concrete floors punching in places of interface with columns |
| Abstract. | Problem statement. The purpose of the study is to study the theoretical data of the previously proposed structural solutions of the junction of the overlap with the column, the development of methods for calculating the flat concrete floors for punching using models of operation and destruction of concrete and reinforced concrete. Results. The main results of the study consist in the analysis of scientific papers on the topic of the joint of reinforced concrete slab with a column, comparison of methods for calculating the slabs for punching in places mates with columns for Russian, Belarusian, European standards. Different approaches to the calculation give different results, which differ significantly. Conclusions. The significance of the results for the construction industry lies in the fact that the results of theoretical studies are applicable to create a technique that allows to perform calculations on the extrusion of flat concrete floors in the places of conjugation with columns using a frame-rod model. Flat floors contribute to the maximum use of space-planning solutions, including the height of the floor, facilitate wiring under the overlap of utilities. |
| Keywords. | frame-and-rod model, the calculation of the ceiling for punching, horizontal joint, local compression, the hypothesis of the wedge failure due to overcome the resistance of the concrete detachment, shear, and crushing. |
| For citations: | Mirsayapov I.T., Nikitin G.P., Khanbekov M.F. Theoretical investigations of the stress-strain state of flat reinforced concrete floors punching in places of interface with columns // Izvestiya KGASU. 2019. №2() P.159-. |
