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 Engineering The organization address: 420043, Russia, Kazan, Zelenaya st., 1 |
| Title of the article | To the evaluation of the strength of the composite steel-concrete slab with pre-stressed beams and slab |
| Abstract. | Problem statement. The stress state of the overlap consisting of pre-stressed beams arranged with a certain pitch and combined by a plate prestressed in the transverse direction under the action of operational loads is investigated. Expressions for estimating the strength of overlap with ribs are presented, when in stressed beams the stressed reinforcement is located along the I-beam shelves and along the envelope of the moment diagram. The aim of the article is to investigate the stress state of overlapping under different pre-stresses of ribs-beams and prestressing of the slab itself. Results. The analysis of theoretical studies of prestressed ribbed ferroconcrete overlappings made it possible to trace a number of principal positions of the stressed state of overlapping with ribs and will help to use them both in studies of composite slabs and they can be used in projects of composite floors of new buildings and reconstructed floors of architectural monuments of old construction. Conclusions. The data of the stressed state of the overlap consisting of beams and slabs in a complex section are obtained, as with prestressed beams and their influence on a conventional plate, and when prestressing the slabs and its joint work with prestressed beams. |
| Keywords. | steel reinforced concrete floor, stressed state, prestressed beam, prestressed plate, stress. |
| For citations: | Zamaliev F.S. To the evaluation of the strength of the composite steel-concrete slab with pre-stressed beams and slab // Izvestiya KGASU. 2018. №1(43) P.120-128. |
