Email this article Effects of Nonuniform Settlement of the Outer Bottom Perimeter of a Large Tank on its Stress-Strain State
- Authors: Tarasenko A.A.1, Konovalov P.A.2, Zekhniev F.F.2, Chepur P.V.3, Tarasenko D.A.4
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Affiliations:
- Tyumen State Oil and Gas University
- N. M. Gersevanov Scientific-Research Institute of Foundations and Underground Structures
- Tyumen Industrial University
- Giprotruboprovod JSC
- Issue: Vol 53, No 6 (2017)
- Pages: 405-411
- Section: Design
- URL: https://journals.rcsi.science/0038-0741/article/view/244069
- DOI: https://doi.org/10.1007/s11204-017-9420-1
- ID: 244069
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Abstract
The results of a numerical evaluation of the stress-strain state of a RVS-20000 tank in the presence of nonuniform settlement of the outer perimeter of the tank bottom are examined. Relations between the length of a sector of the nonuniform settlement zone and the maximum value of the vertical component of the settlement that characterize the structural stiffness of the tank are obtained. The regions where the limit states arise are determined.
About the authors
A. A. Tarasenko
Tyumen State Oil and Gas University
Email: smfe@mail.ru
Russian Federation, Tyumen
P. A. Konovalov
N. M. Gersevanov Scientific-Research Institute of Foundations and Underground Structures
Email: smfe@mail.ru
Russian Federation, Moscow
F. F. Zekhniev
N. M. Gersevanov Scientific-Research Institute of Foundations and Underground Structures
Email: smfe@mail.ru
Russian Federation, Moscow
P. V. Chepur
Tyumen Industrial University
Email: smfe@mail.ru
Russian Federation, Tyumen
D. A. Tarasenko
Giprotruboprovod JSC
Email: smfe@mail.ru
Russian Federation, Tyumen
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