Moskva, Moscow, Russian Federation
Moskva, Moscow, Russian Federation
Russian Federation
Moscow, Russian Federation
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.
reinforced concrete structures, cracks, corrosion damage, stresses, deformations, nonlinearity, rheology
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