Studies of the Bearing Capacity of Non-Centrally Compressed Steel-Tube Concrete Columns

Number of journal: 6-2022
Autors:

Rimshin V.I.,
Semenova M.N.,
Shubin I.L.,
Krishan A.L.,
Astafieva M.A.

DOI: https://doi.org/10.31659/0585-430X-2022-803-6-8-14
УДК: 691.328

 

AbstractAbout AuthorsReferences
The widespread use of structures made of steel-tube concrete columns (STBC) is currently constrained by the lack of a reliable method for calculating their bearing capacity, adequately taking into account the main features of the stress-strain state of the concrete core and steel shell. World trends in the development of methods for calculating the strength of STBR are similar. The proposed methods for calculating the bearing capacity of the normative documents of a number of countries – Australia, Brazil, India, Canada, China, the USA, Japan, etc., as well as сommon European standards are essentially based on empirical formulas. Therefore, they have significant limitations on the scope of application. Firstly, these formulas are valid only for heavy concrete. For composite elements made of other types of concrete (for example, fine-grained), they give unreliable results. Secondly, their use often leads to significant errors in determining the bearing capacity of compressed elements with large cross-sectional dimensions (500 mm or more). In addition, it is not possible to perform calculations of non-centrally compressed composite elements that have any differences from the “classical” design. As a result, the problem of developing theoretical foundations for assessing the strength resistance of STBC, taking into account the main features of the stress-strain state of concrete and steel, is very relevant. To achieve this goal, experimental studies of the bearing capacity of non-centrally compressed laboratory samples of round cross-section STBC made of medium and high strength concrete were carried out.
V.I. RIMSHIN1,2, Doctor of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it. );
M.N. SEMENOVA1, Engineer (This email address is being protected from spambots. You need JavaScript enabled to view it.);
I.L. SHUBIN1, Doctor of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.);
A.L. KRISHAN3, Doctor of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it. );
M.A. ASTAFIEVA3, Candidate of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)

1 Research Institute of Building Physics, Russian Academy of Architecture and Construction Sciences (21, Lokomotivny Driveway, Moscow,127238, Russian Federation)
2 National Research Moscow State University of Civil Engineering (26, Yaroslavskoye Highway, Moscow, 129337, Russian Federation)
3 Nosov Magnitogorsk State Technical University (38, Lenin Avenue, Magnitogorsk, 455000, Russian Federation)

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For citation: Rimshin V.I., Semenova M.N., Shubin I.L., Krishan A.L., Astafieva M.A. Studies of the bearing capacity of non-centrally compressed steel-tube concrete columns. Stroitel’nye Materialy [Construction Materials]. 2022. No. 6, pp. 8–14. (In Russian). DOI: https://doi.org/10.31659/0585-430X-2022-803-6-8-14


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