Residual Resource of Reinforced Concrete Beams on a Soil Base under Dynamic Loads in Conditions in Long-Term Exploitation
https://doi.org/10.22227/2949-1622.2026.1.24-33
Abstract
The article presents the main provisions of the method for calculating the residual life of a reinforced concrete beam on a soil base under conditions of nonlinear and non-equilibrium deformation under dynamic loading with conditions of long-term operation. The process of deformation is considered from a phenomenological position based on the method of integral assessments. An estimated estimate of the residual life during long-term operation of a reinforced concrete beam on a non-linearly deformable soil base is presented, taking into account corrosion damage in different periods of operation in order to ensure safety. The calculation of the residual life of a rein-forced concrete beam at different periods of long-term operation is given. The proposed calculation method considering the real properties of materials under conditions of external deformation and, along with taking into account the residual life, will make it possible to obtain safer and more economical structures.
About the Authors
M. V. BerlinovRussian Federation
Mikhail V. Berlinov, Doctor of Technical Sciences, Professor, Professor of the Department of Reinforced Concrete and Masonry Structures
26 Yaroslavskoe shosse, Moscow, 129337
Scopus: 6507352053, ResearcherID: ААЕ-3968-2022
M. N. Berlinova
Russian Federation
Marina N. Berlinova, Candidate of Technical Sciences, Associate Professor, Associate Professor of the Department of Reinforced Concrete and Ma-sonry Structures
26 Yaroslavskoe shosse, Moscow, 129337
Scopus: 57192657313, ResearcherID: C-3590-2019
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Review
For citations:
Berlinov M.V., Berlinova M.N. Residual Resource of Reinforced Concrete Beams on a Soil Base under Dynamic Loads in Conditions in Long-Term Exploitation. Reinforced concrete structures. 2026;13(1):24-33. (In Russ.) https://doi.org/10.22227/2949-1622.2026.1.24-33
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