Email this article Memorial stele on a compact spherical support: design-and-engineering solutions, design-basis justification
- Authors: Petrov D.V.1, Yudov A.G.1, Dotsenko V.V.1, Zhabunina O.Y.1, Kalaturov E.V.1, Natynchik N.M.1, Abramov A.V.1, Nikulshin M.V.1
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Affiliations:
- Russian Federal Nuclear Center - Zababakhin All-Russian Research Institute of Technical Physics
- Issue: Vol 18, No 1 (2022)
- Pages: 73-88
- Section: Analytical and numerical methods of analysis of structures
- URL: https://ogarev-online.ru/1815-5235/article/view/325809
- DOI: https://doi.org/10.22363/1815-5235-2022-18-1-73-88
- ID: 325809
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Abstract
The article presents the design of the architectural and artistic composition “Memorial stele on a local spherical support” (KB-1 Stele), as well as the analysis of design solutions and the calculated justification of the strength and stability of the KB-1 Stele to external influences in conditions of the most intense climatic influences with parameters set according to building codes and regulations. The design of the KB-1 Stele is a vertically installed overall mass model of a peaceful nuclear explosive device weighing 2.8 tons and 2.8 meters high with hemispherical covers. In accordance with the terms of reference, it was required to preserve the appearance of the device as accurately as possible by placing it on a small local support. The peculiarity of the design lies in its angular mobility relative to the support. To ensure a stable equilibrium state of the stele, a hinge is organized at the place of support, the stele is installed freely by the lower sphere on an intermediate stand with a specially selected spherical surface. Additionally, the center of mass of the stele is significantly reduced by lightening (thinning the walls) of the upper part of the body and installing additional cargo in its lower part. As a result, under the action of external lateral loads, the stele acquires a stable position with possible fluctuations in the tumbler type and with a return to its original state. Analytical and numerical computational studies were performed to substantiate the strength and stability of the KB-1 Stele under external loads. It is shown that the developed design meets the regulatory requirements and is safe in operation.
About the authors
Dmitrii V. Petrov
Russian Federal Nuclear Center - Zababakhin All-Russian Research Institute of Technical Physics
Email: D.V.Petrov@vniitf.ru
ORCID iD: 0000-0003-2903-8013
Dr. Sci. in Physics and Mathematics, chief designer, Chief of Design Bureau No 1
13 Vasilyeva St, Snezhinsk, 456770, Russian FederationAleksandr G. Yudov
Russian Federal Nuclear Center - Zababakhin All-Russian Research Institute of Technical Physics
Email: A.G.Yudov@vniitf.ru
First Deputy Chief Designer 13 Vasilyeva St, Snezhinsk, 456770, Russian Federation
Vladislav V. Dotsenko
Russian Federal Nuclear Center - Zababakhin All-Russian Research Institute of Technical Physics
Email: Vlad_Dotsenko@inbox.ru
Deputy Chief of Department, Head of Laboratory 13 Vasilyeva St, Snezhinsk, 456770, Russian Federation
Olga Yu. Zhabunina
Russian Federal Nuclear Center - Zababakhin All-Russian Research Institute of Technical Physics
Email: Jabuni@yandex.ru
Candidate of Engineering Science, Head of Group 13 Vasilyeva St, Snezhinsk, 456770, Russian Federation
Egor V. Kalaturov
Russian Federal Nuclear Center - Zababakhin All-Russian Research Institute of Technical Physics
Email: E.V.Kalaturov@vniitf.ru
3rd Category Design Engineer 13 Vasilyeva St, Snezhinsk, 456770, Russian Federation
Nadezhda M. Natynchik
Russian Federal Nuclear Center - Zababakhin All-Russian Research Institute of Technical Physics
Email: natin4iknadezhda@yandex.ru
2nd Category Special Product Research Engineer 13 Vasilyeva St, Snezhinsk, 456770, Russian Federation
Aleksei V. Abramov
Russian Federal Nuclear Center - Zababakhin All-Russian Research Institute of Technical Physics
Email: A.V.Abramov@vniitf.ru
chief specialist 13 Vasilyeva St, Snezhinsk, 456770, Russian Federation
Maksim V. Nikulshin
Russian Federal Nuclear Center - Zababakhin All-Russian Research Institute of Technical Physics
Author for correspondence.
Email: M.V.Nikulshin@vniitf.ru
Candidate of Engineering Science, Head of Group 13 Vasilyeva St, Snezhinsk, 456770, Russian Federation
References
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- Troshenko V.Y., Sosnovsky L.A. Fatigue resistance of metals and alloys: reference book (part 1). Kiev: Naukova Dumka Publ.; 1987. (In Russ.)
- Dyatlova V.N. Corrosion resistance of metals and alloys: reference book. Moscow: Machinostroenye Publ.; 1964. (In Russ.)
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