The blast relief sandwich panel fixing under the explosion energy action

This article is devoted to the assessment of the efficiency of using wall sandwich panels with mineral wool core, sheathing made of galvanized steel with a polymer coating, used as blast-relief panels. The article presents the developed seating unit for the wall sandwich panel at the moment of the e...

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Main Authors: Rybakov Vladimir, Gracheva Olga, Ogurtsov Mikhail, Abdusattarhuzha Saydiolimkhon, Raimova Ikbaloy
Format: Article
Language:English
Published: EDP Sciences 2021-01-01
Series:E3S Web of Conferences
Online Access:https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/40/e3sconf_conmechydro2021_02002.pdf
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spelling doaj-4a2c1781b14642a9965f52d25e4aeb682021-06-11T07:16:50ZengEDP SciencesE3S Web of Conferences2267-12422021-01-012640200210.1051/e3sconf/202126402002e3sconf_conmechydro2021_02002The blast relief sandwich panel fixing under the explosion energy actionRybakov Vladimir0Gracheva Olga1Ogurtsov Mikhail2Abdusattarhuzha Saydiolimkhon3Raimova Ikbaloy4Peter the Great St. Petersburg Polytechnic UniversityLLC "Stroypanel"LLC "Stroypanel"LLC "UzLITI Engineering"Tashkent Institute of Irrigation and Agricultural Mechanization EngineersThis article is devoted to the assessment of the efficiency of using wall sandwich panels with mineral wool core, sheathing made of galvanized steel with a polymer coating, used as blast-relief panels. The article presents the developed seating unit for the wall sandwich panel at the moment of the explosion energy influence. As a result of the experiments carried out, when an excess pressure of no more than 3.0 kPa in the room is reached, the safety shut-off devices ensure the discharge of the displaced element, which avoids damage to the main elements of the frame. According to the results of 2 tests, the actual value of the overpressure for opening the displaced element is 2.7 kPa, which allows the discharge of the displaced element to be ensured. In the course of the study, the expediency of using blast-relief panels(BRP) in the form of wall sandwich panels was substantiated, and this technical solution was implemented at the facility with the possibility of a deflagration explosionhttps://www.e3s-conferences.org/articles/e3sconf/pdf/2021/40/e3sconf_conmechydro2021_02002.pdf
collection DOAJ
language English
format Article
sources DOAJ
author Rybakov Vladimir
Gracheva Olga
Ogurtsov Mikhail
Abdusattarhuzha Saydiolimkhon
Raimova Ikbaloy
spellingShingle Rybakov Vladimir
Gracheva Olga
Ogurtsov Mikhail
Abdusattarhuzha Saydiolimkhon
Raimova Ikbaloy
The blast relief sandwich panel fixing under the explosion energy action
E3S Web of Conferences
author_facet Rybakov Vladimir
Gracheva Olga
Ogurtsov Mikhail
Abdusattarhuzha Saydiolimkhon
Raimova Ikbaloy
author_sort Rybakov Vladimir
title The blast relief sandwich panel fixing under the explosion energy action
title_short The blast relief sandwich panel fixing under the explosion energy action
title_full The blast relief sandwich panel fixing under the explosion energy action
title_fullStr The blast relief sandwich panel fixing under the explosion energy action
title_full_unstemmed The blast relief sandwich panel fixing under the explosion energy action
title_sort blast relief sandwich panel fixing under the explosion energy action
publisher EDP Sciences
series E3S Web of Conferences
issn 2267-1242
publishDate 2021-01-01
description This article is devoted to the assessment of the efficiency of using wall sandwich panels with mineral wool core, sheathing made of galvanized steel with a polymer coating, used as blast-relief panels. The article presents the developed seating unit for the wall sandwich panel at the moment of the explosion energy influence. As a result of the experiments carried out, when an excess pressure of no more than 3.0 kPa in the room is reached, the safety shut-off devices ensure the discharge of the displaced element, which avoids damage to the main elements of the frame. According to the results of 2 tests, the actual value of the overpressure for opening the displaced element is 2.7 kPa, which allows the discharge of the displaced element to be ensured. In the course of the study, the expediency of using blast-relief panels(BRP) in the form of wall sandwich panels was substantiated, and this technical solution was implemented at the facility with the possibility of a deflagration explosion
url https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/40/e3sconf_conmechydro2021_02002.pdf
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