Issue |
E3S Web Conf.
Volume 123, 2019
Ukrainian School of Mining Engineering - 2019
|
|
---|---|---|
Article Number | 01022 | |
Number of page(s) | 11 | |
DOI | https://doi.org/10.1051/e3sconf/201912301022 | |
Published online | 22 October 2019 |
Parameters for simulation of the thermal state and fire-resistant quality of hollow-core floors used in the mining industry
1 Cherkasy Institute of Fire Safety of National University of Civil Defence of Ukraine, 8 Onopriienko Ave., 18034 Cherkasy, Ukraine
2 National University of Civil Defence of Ukraine, 94 Chernyshevska St., 61023 Kharkiv, Ukraine
3 Cherkasy State Technological University, 460 Shevchenka Ave., 18006 Cherkasy, Ukraine
* Corresponding author: kovalev27051980@gmail.com
The statistical data of the fire and technogenic safety in Ukrainian mines have been studied. A literary analysis has been made of advanced expertise in determining the fire resistance of building structures. It has been studied the thermal state and fire resistance of hollow-core floors using the fire tests and the calculated determination of the fire resistance degree of a structure based on a two-dimensional model of thermal conductivity and convective heat transfer implemented in the ANSYS R17.1 software complex. The fire test of hollow-core floor has been analysed and the use of a computational-experimental method is proposed to determine the parameters when simulating the thermal state and the fire resistance of both protected and unprotected hollow-core floors. A technique has been developed for simulating the thermal state and the fire resistance of hollow-core floors, which can be used in assessment of the fire resistance degree of reinforced concrete building structures both in industrial construction and in the mining industry.
© The Authors, published by EDP Sciences, 2019
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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