STUDY OF THE STRESS-STRAIN STATE OF AN INFINITE CYLINDRICAL SHELL MADE OF REINFORCED CONCRETE CONSIDERING THE AGGRESSIVE INFLUENCE OF CHLORIDE-CONTAINING ENVIRONMENTS
This article studies the change in the parameters of the stress-strain state of an infinite cylindrical reinforced concrete shell under the simultaneous action of loading and the chloride-containing environments. A mathematical model of reinforced concrete elements deformation with corrosion damage under the action of chlorides has been built. The graphs of changes in the parameters of the stress-strain state of a reinforced concrete pipe have been plotted. The results of calculations have been analyzed, the estimation of service life of elements of reinforced concrete structures under the conditions of influence with the external chloride-containing environments has been made.