SEISMIC RESISTANCE OF A LARGE METHANOL STORAGE TANK

Authors

  • Vladimir O. Popov Vinnytsia National Technical University https://orcid.org/0000-0003-2379-7764
  • Oleksandr V. Voitsehivskiy Vinnytsia National Technical University
  • Kateryna Kryklyva Vinnytsia National Technical University

DOI:

https://doi.org/10.31649/2311-1429-2023-1-6-18

Keywords:

tank, methanol, stress-strain state, seismic load, magnitude, impulsive and convective pressure

Abstract

The paper contains the methods of analytical modeling of the seismic loads at the large-sized tanks in the form of impulsive and convective hydrodynamic pressures of the liquid. Have been performed the simulation of the stress-strain state of the tank by the finite element method basis on the developed mathematical models of seismic impact. The simulation takes into account the distortion of the tank’s geometry, obtained as a result of long-term operation and reduction in the strength of tank structures due to corrosive wear. Have been considered the generally accepted foreign method for calculating seismic resistance for assessing the strength and durability of tank’s building structures. The method is adapted to the requirements of national standards. Have been revealed that the most dangerous state for the tank is seismic action with a horizontal direction cosine as a result of the analysis of possible design situations. Have been performed the numerical calculations using the proposed method of analytical modeling of seismic impact for a tank with a volume of 20 000 m3, built in the Yuzhny city, Odessa region. Have been determined the estimated height value of the excited wave, which can appear on the surface of methanol during a seismic shock. Have been proven that in order to preserve the integrity of the roof structures, as well as to ensure the seismic resistance of other structures, the filling of the tank with the product should be limited to 61% of the total design capacity. Have been verified the most overloaded sections of the shell, which are the supporting layers of the side wall, as well as the most probable limit conditions during a seismic shock (buckling).
Have been developed the technological regulations for further safe operation of tank based on seismic resistance and outlined directions for further scientific research on this topic.

Author Biographies

Vladimir O. Popov, Vinnytsia National Technical University

Docent of department of civil engineering, architecture and municipal economy, Faculty of Construction, Civil and Environmental Engineering

Oleksandr V. Voitsehivskiy, Vinnytsia National Technical University

Ph.D. docent of department of civil engineering, architecture and municipal economy, Faculty of Construction, Civil and Environmental Engineering, Head of research laboratory of effective building structures

Kateryna Kryklyva, Vinnytsia National Technical University

Master

References

Popov V.O., Popova A.V. Analitychne modelyuvannya napruzheno-deformovanoho stanu rezervuaru dlya zberihannya metanolu ob'yemom 20000 m3 vid tekhnolohichnykh ta klimatychnykh vplyviv. Suchasni tekhnolohiyi, materialy ta konstruktsiyi u budivnytstvi. Naukovo-tekhnichnyy zbirnyk. Vinnytsya, VNTU, 2021-1. S. 87-98.

DBN V.1.1.12:2014. Zakhyst vid nebezpechnykh heolohichnykh protsesiv, shkidlyvykh ekspluatatsiynykh vplyviv, vid pozhezhi. Budivnytstvo u seysmichnykh rayonakh Ukrayiny. Vved. Z 1.10.2014r. na zaminu DBN V.1.1.12:2006. K.: Minrehion Ukrayiny, 2014 – 110 s.

Rezervuary vertykalʹni stalevi dlya zberihannya nafty ta naftoproduktiv z tyskom nasychenykh pariv ne vyshche 93,3 kPa. VBN V.2.2-58.2-94. / Derzhkomnaftohaz. - K.: Ukrnaftoprodukt, 1994. - 98 s. – (Vidomchi budivelʹni normy Ukrayiny).

Henkin A. E. Obladnannya khimichnykh zavodiv: Navch. posibnyk dlya tekhnikumiv. - 4-te vyd., Pererob. I dod. - M.: Vyshch. Shk., 1986. - 280 s.: Il.

DBN V.1.2-14-2009. Zahalʹni pryntsypy zabezpechennya nadiynosti ta konstruktyvnoyi bezpeky budivelʹ, sporud, budivelʹnykh konstruktsiy ta osnov. K.: Minbud Ukrayiny, 2009. - 37 s. – (Derzhavni budivelʹni normy Ukrayiny).

Bayda D.M., Sazonova I.R. Osoblyvosti rozrakhunku stalevoho rezervuaru pry diyi seysmichnykh vplyviv. Budivnytstvo u seysmichnykh rayonakh Ukrayiny. Budivelʹni konstruktsiyi: Mizhvidomchyy naukovo-tekhnichnyy zbirnyk naukovykh pratsʹ (budivnytstvo) / DP «DNDIBK». – Vypusk 76. – K., 2012. – S. 154–159.

STO-SA-03.003-2009. Sudyny ta aparaty. Normy ta metody rozrakhunku na mitsnistʹ. Rozrakhunok na seysmichni diyi. M., 2009 - 77 s.

DBN V.1.2-:2006. Navantazhennya ta vplyvy. Normy proektuvannya. [Na zaminu SNiP 2.01.07-85 (krim rozdilu 10)]. [Chynne vid 2007-01-01] – K. : Minbud Ukrayiny, 2006. – 71 s. – (Derzhavni budivelʹni normy Ukrayiny).

DBN V.2.6-168:2014. Stalevi konstruktsiyi. Normy proektuvannya. Na zaminu DBN V.2.6-163:2010 u chastyni rozdilu 1 ta DSTU B V.2.6-194:2013. [Data nadannya chynnosti 01.01.2015 r.] – K.: Minrehion Ukrayiny, 2014. – 199 s. – (Natsionalʹnyy standart Ukrayiny).

DSTU B V.1.2-3:2006. Prohyny ta peremishchennya. Vymohy proektuvannya. Vved. Z 1 sichnya 2007 r. na zaminu rozdilu 10 SNiP 2.01.07-85. K.: Minbud Ukrayiny, 2006. - 10 s.

SNiP 2.09.03-85. Sporudy promyslovykh pidpryyemstv. TSYTP Derzhbudu SRSR, 1986. - 57 s. – (Budivelʹni normy ta pravyla).

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Published

2023-08-17

How to Cite

[1]
V. O. Popov, O. V. Voitsehivskiy, and K. Kryklyva, “SEISMIC RESISTANCE OF A LARGE METHANOL STORAGE TANK”, СучТехнБудів, vol. 34, no. 1, pp. 6–18, Aug. 2023.

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Section

BUILDING CONSTRUCTION

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