Citation

Berlinov M, Belinova M, Korol R, Tvorogov A. Constr. Architect. 2021; 9(4): 11-15.

Copyright

(Copyright © 2021, Publishing Center RIOR)

DOI

10.29039/2308-0191-2021-9-4-11-15

PMID

unavailable

Abstract

A method for calculating a reinforced concrete frame under rheological deformation conditions is proposed, taking into account degradation damage as a result of corrosion during long-term operation, reflecting their real work under the combined action of a load and an aggressive environment based on the modern phenomenological theory of deformation of an elastic-creeping body. The possibility of considering the processes of long-term deformation of reinforced concrete in conditions of long-term exploitation is shown. Analytical dependencies and a calculated example are given for the considered service life.

Language: en