Defining a pattern in the loss of integrity by ribbed plates under fire conditions

Authors

DOI:

https://doi.org/10.15587/1729-4061.2024.313935

Keywords:

fire resistance of reinforced concrete ribbed slabs, fire modeling, through cracks, loss of integrity

Abstract

This paper reports a study aimed at assessing fire resistance of reinforced concrete ribbed slabs at the onset of integrity loss limit state. EN 1992-1-2 lacks calculation methodology for determining the limit of fire resistance of reinforced concrete slabs when the limit state of integrity loss occurs. Scientific works are focused on two limit states of fire resistance: load-bearing capacity and heat-insulating capacity. Experimental tests are criticized because of difficulties in registering signs of the onset of the limit state of loss of integrity, in particular due to the need to control the unheated surface of the ribbed plate during a fire under the action of mechanical load. Therefore, there is no calculation methodology for assessing the fire resistance of reinforced concrete ribbed slabs upon the onset of the limit state of loss of integrity. At the same time, to ensure the safe evacuation of people in the event of a fire, to prevent the spread of fire, as well as to carry out the effective work of rescuers, it is necessary to use building structures with guaranteed fire resistance classes.

The paper reports the results of solving thermal engineering and static problems, which relate to the temperature distribution and stress-strain state of the investigated ribbed plate. Conducting research into the fire resistance of reinforced concrete ribbed slabs, taking into account the onset of the limit state of loss of integrity, made it possible to establish the dependence of the fire resistance limit of these structures on the loss of integrity on the level of applied mechanical load. The resulting dependence plot makes it possible to evaluate reinforced concrete ribbed slabs according to the criterion of the onset of the limit state of loss of integrity, which provides an opportunity to determine fire resistance more objectively

Author Biographies

Stanislav Sidnei, Cherkasy Institute of Fire Safety named after Chornobyl Heroes of the National University of Civil Defence of Ukraine

PhD, Associate Professor

Department of Safety of Construction and Occupational Safety

Serhii Gonchar, Cherkasy Institute of Fire Safety named after Chornobyl Heroes of the National University of Civil Defence of Ukraine

Department of Fire Prevention Work

Maxim Zhuravskij, National University of Civil Defence of Ukraine

PhD, Associate Professor

Department of Educational Activity Organization of the Educational and Methodological Centre

Ihor Matsyk, Lviv Polytechnic National University

PhD Student

Department of Building Constructions and Bridges

Ihor Nozhko, Cherkasy Institute of Fire Safety named after Chornobyl Heroes of the National University of Civil Defence of Ukraine

PhD

Department of Fire Prevention Work

Olena Petukhova, National University of Civil Defence of Ukraine

PhD, Associate Professor

Department of Fire Prevention in Settlements

Taras Shnal, Lviv Polytechnic National University

Doctor of Technical Sciences, Professor

Department of Building Constructions and Bridges

Viktor Vykhrystenko, Cherkasy Institute of Fire Safety named after Chornobyl Heroes of the National University of Civil Defence of Ukraine

Department of Internal Quality Assurance of Education of the Educational and Methodological Center

References

  1. Hu, R., Chen, K., Jiang, W., Luo, H. (2024). IFC data extension for real-time safety monitoring of automated construction in high-rise building projects. Automation in Construction, 162, 105408. https://doi.org/10.1016/j.autcon.2024.105408
  2. Salihu, F., Guri, Z., Cvetkovska, M., Pllana, F. (2023). Fire Resistance Analysis of Two-Way Reinforced Concrete Slabs. Civil Engineering Journal, 9 (5), 1085–1104. https://doi.org/10.28991/cej-2023-09-05-05
  3. Eurocodes. Background and applications: structural fire design. Worked examples (2014). European Union. https://doi.org/10.2788/85432
  4. Sidnei, S., Berezovskyi, A., Kasiarum, S., Lytvynenko, O., Chastokolenko, I. (2023). Revealing patterns in the behavior of a reinforced concrete slab in fire based on determining its stressed and deformed state. Eastern-European Journal of Enterprise Technologies, 5 (7 (125)), 43–49. https://doi.org/10.15587/1729-4061.2023.289930
  5. Vasilchenko, A., Danilin, O., Lutsenko, T., Ruban, A. (2021). Features of Evaluation of Fire Resistance of Reinforced Concrete Ribbed Slab under Combined Effect “Explosion-Fire.” Materials Science Forum, 1038, 492–499. https://doi.org/10.4028/www.scientific.net/msf.1038.492
  6. Buchanan, A. H., Abu, A. K. (2016). Structural Design for Fire Safety. John Wiley & Sons. https://doi.org/10.1002/9781118700402
  7. Dzidic, S. (2023). Fire Resistance of Reinforced Concrete Slabs. Reinforced Concrete Structures - Innovations in Materials, Design and Analysis. https://doi.org/10.5772/intechopen.1001046
  8. Kildashti, K., Katwal, U., Tao, Z., Tam, V. (2024). Numerical simulation of steel-concrete composite beams and slabs at elevated temperatures. Engineering Structures, 315, 118297. https://doi.org/10.1016/j.engstruct.2024.118297
  9. Nuianzin, O., Kozak, A., Kostenko, V., Kryshtal, M., Nuianzin, V., Nekora, O. (2023). The research of the fire resistance limits of a reinforced concrete slab according to the results of fire tests without mechanical load. Strength of Materials and Theory of Structures, 110, 264–276. https://doi.org/10.32347/2410-2547.2023.110.264-276
  10. Qin, D., Gao, P., Aslam, F., Sufian, M., Alabduljabbar, H. (2022). A comprehensive review on fire damage assessment of reinforced concrete structures. Case Studies in Construction Materials, 16, e00843. https://doi.org/10.1016/j.cscm.2021.e00843
  11. Sidnei, S., Nuianzin, V., Kostenko, T., Berezovskyi, A., Wąsik, W. (2023). A Method of Evaluating the Destruction of a Reinforced Concrete Hollow Core Slab for Ensuring Fire Resistance. Journal of Engineering Sciences, 10 (2), D1–D7. https://doi.org/10.21272/jes.2023.10(2).d1
  12. Sidnei, S., Myroshnyk, O., Kovalov, A., Veselivskyi, R., Hryhorenko, K., Shnal, T., Matsyk, I. (2024). Identifying the evolution of through cracks in iron-reinforced hollow slabs under the influence of a standard fire temperature mode. Applied Mechanics, 4 (7 (130)), 70–77. https://doi.org/10.15587/1729-4061.2024.310520
  13. Perehin, A., Nuianzin, O., Shnal, T., Shchipets, S., Myroshnyk, O. (2023). Improvement of means for assessing fire resistance of fragments of reinforced concrete structures. AIP Conference Proceedings. https://doi.org/10.1063/5.0120061
  14. Kovalov, A., Otrosh, Y., Ostroverkh, O., Hrushovinchuk, O., Savchenko, O. (2018). Fire resistance evaluation of reinforced concrete floors with fire-retardant coating by calculation and experimental method. E3S Web of Conferences, 60, 00003. https://doi.org/10.1051/e3sconf/20186000003
  15. Li, B., Lin, Y. Q., Zhang, H. L., Ma, M. J. (2019). Fire Behavior of the Assembled Monolithic Hollow‐Ribbed Slabs. Advances in Civil Engineering, 2019 (1). https://doi.org/10.1155/2019/8921502
  16. Zafarullah, N., Ameir, E., Nakayama, A., Muhammad Bilal, H. S. (2022). Determination of structural reliability of a reinforced concrete slab under fire Load. E3S Web of Conferences, 347, 01009. https://doi.org/10.1051/e3sconf/202234701009
  17. 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
Defining a pattern in the loss of integrity by ribbed plates under fire conditions

Downloads

Published

2024-10-30

How to Cite

Sidnei, S., Gonchar, S., Zhuravskij, M., Matsyk, I., Nozhko, I., Petukhova, O., Shnal, T., & Vykhrystenko, V. (2024). Defining a pattern in the loss of integrity by ribbed plates under fire conditions. Eastern-European Journal of Enterprise Technologies, 5(7 (131), 15–24. https://doi.org/10.15587/1729-4061.2024.313935

Issue

Section

Applied mechanics