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Numerical Studies of Deformations and Crack Propagation in Reinforced Concrete Annular Sections Under Thermopower Loads
Author(s) -
Ihor Karkhut,
Josef Luchko,
V.V. Kirichok
Publication year - 2021
Publication title -
intellectual archive
Language(s) - English
Resource type - Journals
ISSN - 1929-4700
DOI - 10.32370/ia_2021_09_5
Subject(s) - work (physics) , deformation (meteorology) , structural engineering , reinforced concrete , mechanics , thermal , field (mathematics) , numerical analysis , experimental research , materials science , engineering , physics , mechanical engineering , mathematics , composite material , mathematical analysis , mathematics education , meteorology , pure mathematics
The article describes the current state and the level of research of annular cross-sections of structures of energy facilities operating under conditions of thermal and force effects. The results of a numerical experiment to study the deformability and crack resistance of annular сross-sections and their comparison with the results of testing physical models of fragments of reinforced concrete chimneys are presented. It is shown that at the modern level of development of the mathematical apparatus and computer calculation programs, using the deformation model, the deviation does not exceed 20%. The described research results of other authors and this work confirm the possibility of replacing cost and long-term field tests with numerical experiments.

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