Substantiating the parametric temperature mode during a fire on transformers placed inside protective structures
DOI:
https://doi.org/10.15587/1729-4061.2024.317332Keywords:
fire resistance limit, fire resistance class, temperature regime, transformer, critical infrastructure objectsAbstract
The object of this study was the change in temperature during a fire on transformers located in protective structures. Investigating the change in temperature during a fire on transformers located in protective structures is one of the priority tasks for protecting the economy and national security of the country. The studies solved the problem of fire resistance of the enclosing structures of protective structures in which the transformer is located. The fire resistance of enclosing structures has been confirmed by meeting the conditions related, in particular, to the calculated value of the critical temperature of the material.
The selection of the calculation scenario for investigating the temperature regime during a fire on a transformer located in a protective structure was carried out according to two scenarios of the occurrence and spread of fires. The study demonstrated temperature changes in the protective structure during the burning of the transformer based on data of the temperature sensor installed at heights of 1 m, 10 m, and 18 m above the place of occurrence of combustion. Certain conditions were taken into account for the calculation scenarios of the spread of fire and changes in the temperature effect on building structures. Cases when an automatic water fire extinguishing system is functioning and not functioning in the protective structure were taken into account.
In order to substantiate the temperature regime during a transformer fire, the conditions of the greatest impact of temperature on building structures were adopted. The following conditions were accepted: there is no automatic fire extinguishing system in the protective room; temperature sensor readings were located at a level of 18 m from the floor level of the protective structure. The calculation of the temperature regime during a transformer fire, which is located in the protective structure, was carried out using a field model, employing the reaction of simple stoichiometry (transformer oil can contain only carbon, hydrogen, oxygen, and nitrogen atoms).
Based on the results of this study, a modified temperature regime during a fire on transformers located in protective structures was substantiated. The maximum temperature range for a developed fire was from 900 °C to 1100 °C.
A standardized time (up to 30 minutes) has also been established during which the building structures of protective structures must withstand the effects of the modified temperature regime
References
- Hartel, A., Fedchenko, S. (2024). Analiz metodiv otsiniuvannia povedinky zalizobetonnykh konstruktsiy v umovakh vplyvu vysokykh temperatur. Nauka pro tsyvilnyi zakhyst yak shliakh stanovlennia molodykh vchenykh. Vseukr. nauk.-prakt. konf. kursantiv, studentiv, adiunktiv (aspirantiv). ChIPB im. Heroiv Chornobylia NUTsZ Ukrainy. Cherkasy, 161–163.
- Liu, C., Yang, M., Wang, P., Li, K., Gao, X., Miao, J. (2024). Experimental and analytical study on post-fire residual flexural behavior of corroded reinforced concrete beams after various cooling methods. Engineering Structures, 316, 118577. https://doi.org/10.1016/j.engstruct.2024.118577
- Nizhnyk, V., Mykhailov, V., Nikulin, O., Tsvirkun, S., Kostyrka, O., Melnyk, V. et al. (2023). Research of parameters of security rooms' enclosure structures in residential apartment buildings. Ad Alta-Journal of Interdisciplinary Research, 13 (2), 152–159.
- Law, A., Bisby, L. (2020). The rise and rise of fire resistance. Fire Safety Journal, 116, 103188. https://doi.org/10.1016/j.firesaf.2020.103188
- Wang, F., Liu, F., Yang, H., Peng, K., Wang, X. (2024). Experimental and numerical investigations of post-fire behaviour of circular steel tube confined steel-reinforced concrete columns under eccentric loading. Journal of Building Engineering, 95, 110345. https://doi.org/10.1016/j.jobe.2024.110345
- Zhang, C., Sun, G., Wang, G., Xiao, S. (2024). The performance analysis of the reinforced concrete frame structure under actual fire conditions based on the multi-scale model. Results in Engineering, 23, 102402. https://doi.org/10.1016/j.rineng.2024.102402
- Protsyuk, B., SemerakМ., Veselivskyi, R., Sunyuta, V. (2018). Investigation of transient temperature field in multilayered planar structure. Fire Safety, 20, 111–117. Available at: https://journal.ldubgd.edu.ua/index.php/PB/article/view/702
- Kovalov, A., Purdenko, R., Otrosh, Y., Tоmеnkо, V., Rashkevich, N., Shcholokov, E. et al. (2022). Assessment of fire resistance of fireproof reinforced concrete structures. Eastern-European Journal of Enterprise Technologies, 5 (1 (119)), 53–61. https://doi.org/10.15587/1729-4061.2022.266219
- Tregubov, D. (2017). Forecasting the fire temperature in the enclosure. Problemy pozhezhnoi bezpeky. Zbirnyk naukovykh prats, 41, 185–190. Available at: https://nuczu.edu.ua/sciencearchive/ProblemsOfFireSafety/vol41/tregubov.pdf
- Veselivskyy, R. (2021). Justification of the method of matching of fire resistance limit obtained during of the fire test to the fire resistance limit according to the standard temperature mode. Scientific Bulletin: Сivil Protection and Fire Safety, 1 (11), 56–63. https://doi.org/10.33269/nvcz.2021.1(11).56-63
- Gernay, T., Franssen, J.-M. (2015). A performance indicator for structures under natural fire. Engineering Structures, 100, 94–103. https://doi.org/10.1016/j.engstruct.2015.06.005
- Put, F., Lucherini, A., Merci, B., Van Coile, R. (2024). Model uncertainty in a parametric fire curve approach: A stochastic correction factor for the compartment fire load density. Fire Safety Journal, 144, 104113. https://doi.org/10.1016/j.firesaf.2024.104113
- Lu, Y., Jiang, J., Wang, B., Chen, W., Ye, J. (2024). AI-based evaluation method of mechanical performance of shield tunnel structures after fire. Tunnelling and Underground Space Technology, 150, 105858. https://doi.org/10.1016/j.tust.2024.105858
- Sidnei, S. (2021). Development of methods of calculation of temperature distribution inflat reinforced concrete slabs in the fire. Emergency Situations: Prevention and Liquidation, 5 (2), 83–88. Available at: https://fire-journal.ck.ua/index.php/fire/article/view/109/88
- Poklonskyi, V. H., Fesenko, O. A., Baitala, Kh. Z., Krukovskyi, P. H., Novak, S. V. (2016). Rozrakhunkovi metody otsinky vohnestiykosti budivelnykh konstruktsiy za Yevrokodamy. Budivelni konstruktsiyi, 83 (2), 380–389. Available at: http://nbuv.gov.ua/UJRN/buko_2016_83%282%29__45
- Rozrakhunok stalevykh konstruktsiy na vohnestiykist vidpovidno do Yevrokodu 3. Praktychnyi posibnyk do DSTU-N EN 1993-1-2:2010 (2016). Kyiv. Available at: https://www.uscc.ua/files/30/fire_engineering.pdf
- Pan, R., Hostikka, S., Zhu, G., Wang, X., Liu, X., Wang, W., Lan, M. (2023). Experimental investigation and numerical simulation of transverse heat flux attenuation during fire in utility tunnel. Tunnelling and Underground Space Technology, 142, 105411. https://doi.org/10.1016/j.tust.2023.105411
- Mi, H., Liu, Y., Jiao, Z., Wang, W., Wang, Q. (2020). A numerical study on the optimization of ventilation mode during emergency of cable fire in utility tunnel. Tunnelling and Underground Space Technology, 100, 103403. https://doi.org/10.1016/j.tust.2020.103403
- Nizhnyk, V., Skorobahatko, T., Mykhailov, V., Ballo, Y., Sereda, D., Kovalyshyn, B. et al. (2024). Current state of research and normative framework assessment of fire alarm systems sregardinguitability for operation. AD ALTA: Journal of Interdisciplinary Research, 1, 245–248.
- Instruktsiya z provedennia mizhlaboratornykh porivnialnykh vyprobuvan u sferi pozhezhnoi bezpeky (2024). Kyiv.
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Copyright (c) 2024 Roman Palchykov, Yaroslav Ballo, Vadym Nizhnyk, Viktor Mykhailov, Andrii Gavryliuk, Vasyl Loik, Oleksandr Synelnikov, Serhii Synelnikov, Vitalii Stepanenko, Oleksandr Nuianzin
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