Study of Interaction of Frame with Concrete by Numerical Methods
V. M. Tikhomirov, A. S. Samoshkin
Siberian State Transport University, Novosibirsk, 630049, Russia
Keywords: армированный бетон, упругопластический материал, контактный слой, численное моделирование, разрушение бетона, reinforced concrete, elastoplastic material, contact layer, numerical modeling, fracture of concrete
Abstract
This paper describes the study of deformation of reinforced concrete. A mathematical model for the interaction of reinforcement with concrete, based on the introduction of a contact layer, whose mechanical characteristics are determined from the experimental data, is developed. The limiting state of concrete is described using the Drucker - Prager theory and the fracture criterion with respect to maximum plastic deformations. A series of problems of the theory of reinforced concrete are solved: stretching of concrete from a central-reinforced prism and pre-stressing of concrete. It is shown that the results of the calculations are in good agreement with the experimental data.
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