Modeling of heating of a centrifuged reinforced concrete column taking into account anisotropy of thermophysical characteristics of concrete in cross section

Authors

  • Denis S. Nekhan' State Educational Establishment «University of Сivil Protection of the Ministry for Emergency Situations of the Republic of Belarus»; 220118, Belarus, Minsk, ul. Mashinostroiteley, 25 https://orcid.org/0000-0001-7838-4663
  • Sergey M. Zhamoydik State Educational Establishment «University of Сivil Protection of the Ministry for Emergency Situations of the Republic of Belarus»; 220118, Belarus, Minsk, ul. Mashinostroiteley, 25 https://orcid.org/0000-0003-0407-5176
  • Ivan I. Polevoda State Educational Establishment «University of Сivil Protection of the Ministry for Emergency Situations of the Republic of Belarus»; 220118, Belarus, Minsk, ul. Mashinostroiteley, 25 https://orcid.org/0000-0003-2469-3553

DOI:

https://doi.org/10.33408/2519-237X.2019.3-4.366

Keywords:

fire resistance, standard fire temperature, relative thickness, computer simulation, temperature field, anisotropy, thermotechnical calculation, Ansys Workbench

Abstract

Purpose. To determine the temperature field of a centrifuged reinforced concrete column exposed to standard fire temperature regime around the external perimeter. Methods: Computer simulation based on the results of experimental and theoretical studies of the physical and thermophysical properties of centrifuged concrete. Thermotechnical calculations according to the current technological regulations.

Findings. A computational computer model was developed for modeling the heat transfer of a centrifuged reinforced concrete column with a fire gaseous atmosphere. The temperature field of the centrifuged reinforced concrete construction of the annular section is determined at a given point in time due to the standard fire exposure all around. The simulation results are compared with the data obtained from calculation by engineering methods according to the current technical regulations.

Application field of research. The results of the study can be used to determine fire resistance limits of the centrifuged reinforced concrete constructions. The obtained data are planned to be compared with experimental data.

Author Biographies

Denis S. Nekhan', State Educational Establishment «University of Сivil Protection of the Ministry for Emergency Situations of the Republic of Belarus»; 220118, Belarus, Minsk, ul. Mashinostroiteley, 25

Faculty of Postgraduate Scientific Education, Adjunct

Sergey M. Zhamoydik, State Educational Establishment «University of Сivil Protection of the Ministry for Emergency Situations of the Republic of Belarus»; 220118, Belarus, Minsk, ul. Mashinostroiteley, 25

Chair of Fire Safety, Associate Professor; PhD in Technical Sciences, Associate Professor

Ivan I. Polevoda, State Educational Establishment «University of Сivil Protection of the Ministry for Emergency Situations of the Republic of Belarus»; 220118, Belarus, Minsk, ul. Mashinostroiteley, 25

Head of University; PhD in Technical Sciences, Associate Professor

References

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Published

2019-11-18

How to Cite

Nekhan’ Д., Zhamoydik С. and Polevoda И. (2019) “Modeling of heating of a centrifuged reinforced concrete column taking into account anisotropy of thermophysical characteristics of concrete in cross section”, Journal of Civil Protection, 3(4), pp. 366–377. doi: 10.33408/2519-237X.2019.3-4.366.

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