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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EDP Sciences
2021-01-01
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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 |
work_keys_str_mv |
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