Issue |
E3S Web of Conf.
Volume 390, 2023
VIII International Conference on Advanced Agritechnologies, Environmental Engineering and Sustainable Development (AGRITECH-VIII 2023)
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Article Number | 06036 | |
Number of page(s) | 6 | |
Section | Agricultural Mechanization, Civil Engineering and Energetics | |
DOI | https://doi.org/10.1051/e3sconf/202339006036 | |
Published online | 01 June 2023 |
Determination of loads of blast wave on aboveground and underground structures
1 Bukhara Institute of Natural Resources Management of the National Research University of “TIIAME”
2 Bukhara Engineering-Technological Institute, Bukhara, Uzbekistan
3 Namangan Engineering-Technological Institute, Namangan, Uzbekistan
* Corresponding author: abrorov1975@mail.ru
The article covers the problem of determination of loads of blast wave on aboveground and underground structures. In industrial production, the chemical sources of explosion occur, for which the environment is air. The most common and typical source of explosion is solid products of the explosion (PE) in the form of a packed charge. In a chemical explosion, highly compressed and heated gaseous products of the explosion (PE) are formed in the volume of the charge. The main parameters of the shock wave that determine its effect on the structure, i.e., excess pressure on the wave front, time of the wave's actionτ, and the impulse of the wave have been determined according to the empirical formulas obtained by experiment for each explosion source. Therefore, in this work, the formulas for determining the incident wave in large-scale experimental studies are presented. It has been found that loads on the structure of barriers of buildings are increase significantly as a result of secondary returning waves superimposing the first incident wave.
© The Authors, published by EDP Sciences, 2023
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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