Archive - Известия Казанского государственного архитектурно-строительного университета.

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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 Engineering The organization address: 420043, Russia, Kazan, Zelenaya st., 1
Title of the articleTo the calculation of the anchor connections of steel-concrete structures
Abstract.Problem statement. The purpose of the study is to assess the stress-strain state of the contact of the layers of the composite section and the limiting load-carrying capacity of flexible anchor ties most used in steel-reinforced concrete structures. The task is set on the basis of the analysis of technical domestic and foreign literature to identify the carrying capacity of the most used anchor ties in civil engineering. Write new analytical expressions for estimating the carrier of the anchor rod. Results. The main results of the research consist of determining a number of positions of strength and deformability, in revealing, stress state, contact seam «steel-concrete» steel concrete, bent elements and assessment of their bearing capacity and comparison of results. Conclusions. The significance of the results obtained for the construction industry consists in identifying the stress-strain state of the contact seam of the steel-concrete element. The research results, analytical expressions for assessing the strength of the contact seam of steel-reinforced concrete bent elements can be used in the construction of ribbed slabs and beams of new buildings in steel-reinforced concrete, wood concrete, prefabricated monolithic reinforced concrete variants and in the restoration of floors of buildings that have served their standard life.
Keywords.concrete structures, anchors, anchor strength, analytical dependencies.
For citations:Zamaliev F.S. To the calculation of the anchor connections of steel-concrete structures // Izvestiya KGASU. 2019. №3(49) P.87-94.

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