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Theory of the calculation of the reinforced concrete and inconsistency it to Eurocode
- Authors: Sanjarovskiy R.S.1, Sieber F.2, Ter-Emmanuilyan T.N.3, Manchenko M.M.4, Musabaev T.T.1, Gadzhiev M.A.5
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Affiliations:
- L.N. Gumilyov Eurasian National University
- Leibniz-Institut fur Interdisziplinare Studien (LIFIS)
- Russian University of Transport
- Saint Petersburg State University of Architecture and Civil Engineering
- Azerbaijan University of Architecture and Construction
- Issue: Vol 16, No 3 (2020)
- Pages: 185-192
- Section: Analysis and design of building structures
- URL: https://journals.rudn.ru/structural-mechanics/article/view/23957
- DOI: https://doi.org/10.22363/1815-5235-2020-16-3-185-192
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Abstract
The aim of the work - to analyze the theory, which is widely used in the calculations of various constructions and buildings, consisting of five theories that do not correspond to each other (or erroneous), which reject the fundamental properties of structural concrete and the principles of the Eurocode. Methods. According to the authors and their research this theory contains: a set of theories of various purposes rejecting each other, including erroneous, physically impossible jumps from one theory to another, jumps of various design schemes, unacceptable in the elastoplastic stage. In it: there are mathematical errors; the fundamental concepts of the classical and general theory of calculation are distorted; the principle of designing bearing capacity in ultimate conditions and the process of continuous loading of structures established by the Eurocode are rejected; the fundamental properties in Eurocode of structural concrete are replaced; it is stated that the theory is determined not by the properties of materials, but by the partialities of the developers; references are made to the abstract results of experiments. Results. We analyze the theory of calculating for mass application which accompanied by the necessary mathematical calculations and experimental estimates.
About the authors
Rudolf S. Sanjarovskiy
L.N. Gumilyov Eurasian National University
Author for correspondence.
Email: tanya_ter@mail.ru
Grand Ph.D., Professor, principal researcher
11 Kazhymukana St, Nur-Sultan, 010000, Republic of KazakhstanFrieder Sieber
Leibniz-Institut fur Interdisziplinare Studien (LIFIS)
Email: tanya_ter@mail.ru
Grand Ph.D., Professor.
Albert-Einstein-Straße 16, Berlin, 12489, Federal Republic of GermanyTatyana N. Ter-Emmanuilyan
Russian University of Transport
Email: tanya_ter@mail.ru
Grand Ph.D., Professor, Department of Theoretical Mechanics
Moscow, 9 Obraztsova St, bldg. 9, Moscow, 127994, Russian FederationMaxim M. Manchenko
Saint Petersburg State University of Architecture and Civil Engineering
Email: tanya_ter@mail.ru
Ph.D, senior lector
4 2-ya Krasnoarmeyskaya St, Saint Petersburg, 190005, Russian FederationTurlybek T. Musabaev
L.N. Gumilyov Eurasian National University
Email: tanya_ter@mail.ru
Grand Ph.D., Professor, Academician, Director of the Eurasian Institute of Technology
11 Kazhymukana St, Nur-Sultan, 010000, Republic of KazakhstanMuhlis Ahmed ogly Gadzhiev
Azerbaijan University of Architecture and Construction
Email: tanya_ter@mail.ru
Grand Ph.D., Professor, Head of the Department of Building Structures
11 Aina Sultanova St, Baku, AZ1073, Republic of AzerbaijanReferences
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