Revealing patterns of the effective mechanical characteristics of cellular sheet polycarbonate for explosion venting panels
DOI:
https://doi.org/10.15587/1729-4061.2020.192680Keywords:
explosion venting panels, polycarbonate cellular sheet, effective mechanical characteristics, experimental-estimation methodAbstract
Explosive concentrations of various substances can accumulate inside industrial premises. In the presence of a sufficient amount of oxygen and an ignition source, such a situation could lead to explosion that may result in the destruction of building structures and the building in general. Strengthening the stability of supporting structures is aimed at protecting industrial premises against possible destruction by explosion indoors.
One of the effective ways to protect construction structures against the excessive pressure of explosion is to use explosion venting panels. In order to solve practical tasks on protecting industrial premises and structures against explosion, one must be able to choose both the area and parameters for explosion venting panels. In addition, in order to reduce the related loads to safe quantities, it is necessary to properly calculate the bearing structures in terms of dynamic stability while maintaining their carrying capacity. The set task to ensure protection against explosion by applying explosion venting panels with flexible elements can be solved through integrated accounting for mechanical properties of cellular polycarbonate sheets.
We have performed experimental research into performance of the inertia-free explosion venting panels with flexible enclosing elements exposed to dynamic loads under conditions of explosion. Based on the obtained results, the effective rigidity and critical displacement of cellular polycarbonate sheets of flexible elements have been determined. It has been established that for cellular polycarbonate sheets with a thickness of 4‒8 mm effective rigidity ranges within 301–215 N·m; the critical displacement of edges in this case is 2.9–9.8 mm.
A mathematical model has been proposed that takes into consideration the influence of geometric dimensions and the critical value of deflection in a polycarbonate sheet as the flexible element of fencing on the operational conditions for explosion venting panelsReferences
- Travmatyzm na vyrobnytstvi v Ukraini: natsionalnyi profil protiahom 2009–2013 rokiv. Informatsiyno-analitychna profspilkova dopovid.
- Khokhotva, O. I. (2010). Pro stan promyslovoi bezpeky ta okhorony pratsi. Okhorona pratsi, 12, 7–8.
- Migalenko, K., Nuianzin, V., Zemlianskyi, A., Dominik, A., Pozdieiev, S. (2018). Development of the technique for restricting the propagation of fire in natural peat ecosystems. Eastern-European Journal of Enterprise Technologies, 1 (10 (91)), 31–37. doi: https://doi.org/10.15587/1729-4061.2018.121727
- Kostenko, V., Kostenko, T., Zemlianskiy, O., Maiboroda, A., Kutsenko, S. (2017). Automatization of individual anti-thermal protection of rescuers in the initial period of fire suppression. Eastern-European Journal of Enterprise Technologies, 5 (10 (89)), 4–11. doi: https://doi.org/10.15587/1729-4061.2017.109484
- Li, J., Hao, H. (2017). Internal and external pressure prediction of vented gas explosion in large rooms by using analytical and CFD methods. Journal of Loss Prevention in the Process Industries, 49, 367–381. doi: https://doi.org/10.1016/j.jlp.2017.08.002
- Christian, A., Chye, G. O. K. (2014). Performance of Fiber Reinforced High-strength Concrete with Steel Sandwich Composite System as Blast Mitigation Panel. Procedia Engineering, 95, 150–157. doi: https://doi.org/10.1016/j.proeng.2014.12.174
- Draganić, H., Gazić, G., Varevac, D. (2019). Experimental investigation of design and retrofit methods for blast load mitigation – A state-of-the-art review. Engineering Structures, 190, 189–209. doi: https://doi.org/10.1016/j.engstruct.2019.03.088
- Alberdi, R., Przywara, J., Khandelwal, K. (2013). Performance evaluation of sandwich panel systems for blast mitigation. Engineering Structures, 56, 2119–2130. doi: https://doi.org/10.1016/j.engstruct.2013.08.021
- Niollet, J. E., Yuen, S. C. K., Nurick, G. N. (2015). A Study to Assess the Use of Cylindrical Bars as Blast Barriers. International Journal of Protective Structures, 6 (2), 263–286. doi: https://doi.org/10.1260/2041-4196.6.2.263
- Orlov, G. G. (1987). Legkosbrasyvaemye konstruktsii dlya vzryvozashchity promyshlennyh zdaniy. Moscow: Stroyizdat, 200.
- Pozdieiev, S., Pidgoretskiy, Y., Nekora, O., Sidnei, S., Tyshchenko, O. (2018). Research of Explode Exposure at the Relief Vent System Structures with Soft Transparent Material. International Journal of Engineering & Technology, 7 (4.3), 298. doi: https://doi.org/10.14419/ijet.v7i4.3.19808
- Sinha, A., Wen, J. X. (2019). A simple model for calculating peak pressure in vented explosions of hydrogen and hydrocarbons. International Journal of Hydrogen Energy, 44 (40), 22719–22732. doi: https://doi.org/10.1016/j.ijhydene.2019.02.213
- Zhang, S., Zhang, Q. (2018). Effect of vent size on vented hydrogen-air explosion. International Journal of Hydrogen Energy, 43 (37), 17788–17799. doi: https://doi.org/10.1016/j.ijhydene.2018.07.194
- Pang, L., Hu, Q., Zhao, J., Lv, P., Sun, S., Yang, K. (2019). Numerical study of the effects of vent opening time on hydrogen explosions. International Journal of Hydrogen Energy, 44 (29), 15689–15701. doi: https://doi.org/10.1016/j.ijhydene.2019.04.175
- Feldgun, V. R., Yankelevsky, D. Z., Karinski, Y. S. (2016). A nonlinear SDOF model for blast response simulation of elastic thin rectangular plates. International Journal of Impact Engineering, 88, 172–188. doi: https://doi.org/10.1016/j.ijimpeng.2015.09.001
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2020 Serhii Pozdieiev, Kostiantyn Myhalenko, Vitalii Nuianzin, Oleh Zemlianskyi, Tetiana Kostenko
This work is licensed under a Creative Commons Attribution 4.0 International License.
The consolidation and conditions for the transfer of copyright (identification of authorship) is carried out in the License Agreement. In particular, the authors reserve the right to the authorship of their manuscript and transfer the first publication of this work to the journal under the terms of the Creative Commons CC BY license. At the same time, they have the right to conclude on their own additional agreements concerning the non-exclusive distribution of the work in the form in which it was published by this journal, but provided that the link to the first publication of the article in this journal is preserved.
A license agreement is a document in which the author warrants that he/she owns all copyright for the work (manuscript, article, etc.).
The authors, signing the License Agreement with TECHNOLOGY CENTER PC, have all rights to the further use of their work, provided that they link to our edition in which the work was published.
According to the terms of the License Agreement, the Publisher TECHNOLOGY CENTER PC does not take away your copyrights and receives permission from the authors to use and dissemination of the publication through the world's scientific resources (own electronic resources, scientometric databases, repositories, libraries, etc.).
In the absence of a signed License Agreement or in the absence of this agreement of identifiers allowing to identify the identity of the author, the editors have no right to work with the manuscript.
It is important to remember that there is another type of agreement between authors and publishers – when copyright is transferred from the authors to the publisher. In this case, the authors lose ownership of their work and may not use it in any way.