Moskva, Moscow, Russian Federation
Moskva, Moscow, Russian Federation
Moscow, Russian Federation
The problem of linearization of resolving equations for calculating operational reinforced concrete structures under three-axis deformation, taking into account corrosion damage, is considered. A method for accounting for corrosion damage based on a phenomenological approach for deformations under triaxial deformation is presented.
reinforced concrete structure, cracks, corrosion damage, stresses, deformations
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