Study of the Strength and Deformability of the Bond of Reinforcement with Concrete in Concrete Bending Elements
https://doi.org/10.22227/2949-1622.2025.4.44-56
Abstract
Experimental data were obtained to study the influence of reinforcement geometric parameters on the stress-strain state of flexural reinforced concrete structures and to consider reinforcement profile parameters as a design parameter. The study resulted in the obtained data on the main physical, mechanical, and deformation properties of reinforced concrete beams, as well as the adhesion of reinforcement with various periodic profiles. These data can be applied in the design of reinforced concrete structures by selecting the periodic profile of the reinforcement.
About the Authors
A. A. Kvasnikov
A.A. Gvozdev Research Institute of Concrete and Reinforced Concrete (NIIZhB), JSC “Research Center “Construction”
Россия
Россия
Alexander A. Kvasnikov, Candidate of Technical Sciences, Head of the Scientific and Technical Support Center
6 5 Institutskaya st., Moscow, 109428
I. P. Savrasov
Moscow State Technical University of Civil Aviation (MSTU CA)
Россия
Россия
Ivan P. Savrasov, Candidate of Technical Sciences, Assistant to the Vice-Rector
20 Kronstadt Boulevard, Moscow, 125993
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Review
For citations:
Kvasnikov A.A., Savrasov I.P. Study of the Strength and Deformability of the Bond of Reinforcement with Concrete in Concrete Bending Elements. Reinforced concrete structures. 2025;12(4):44-56. (In Russ.) https://doi.org/10.22227/2949-1622.2025.4.44-56
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