graduate student
Russian Federation
employee
Rostov-na-Donu, Rostov-on-Don, Russian Federation
In the article, the resolving equations are obtained for the calculation taking into account the physical nonlinearity and creep of centrally compressed concrete filled steel tubular columns of annular cross-section. The examples of the calculation of the bearing capacity with a short-term load are given. The solution was carried out numerically in the Matlab environment using the finite difference method. The deformation theory of plasticity by G.A. Geniev was used.
pipe concrete, annular section, bearing capacity, deformation theory of plasticity, finite difference method, physical nonlinearity
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