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Naji, M. |
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Motta, Antonella |
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Aletan, Dirar |
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Mohamed, Tarek |
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Ertürk, Emre |
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Taccardi, Nicola |
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Kononenko, Denys |
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Petrov, R. H. | Madrid |
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Alshaaer, Mazen | Brussels |
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Bih, L. |
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Casati, R. |
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Muller, Hermance |
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Kočí, Jan | Prague |
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Šuljagić, Marija |
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Kalteremidou, Kalliopi-Artemi | Brussels |
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Azam, Siraj |
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Ospanova, Alyiya |
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Blanpain, Bart |
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Ali, M. A. |
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Popa, V. |
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Rančić, M. |
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Ollier, Nadège |
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Azevedo, Nuno Monteiro |
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Landes, Michael |
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Rignanese, Gian-Marco |
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Dhouibi, Mohamed
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article
Sacrificial cladding design for blast mitigation using low density crushable core systems
Abstract
<jats:p> The aim of this study is to define a simple approach to select an adequate sacrificial cladding configuration (front plate and crushable core parameters) to protect a given structure against a blast load. A simplified one-dimensional model, denoted, the Load-Cladding-Structure (LCS) model is investigated and the effect of the fluid-structure interaction (FSI), the loading rate (LR) and the sacrificial cladding-structure interaction are examined. Strong blast load and two low-density crushable cores are considered: (i) a polyurethane foam (PU), and (ii) a metallic beverage can (MBC). Small scale experimental results are analysed and compared to analytical models. This shows that: (i) the LCS model is a non-conservative model, (ii) both the FSI and the LR have to be considered, and (iii) the use of an adequate sacrificial cladding converts the hazardous blast load into a relatively lower pressure applied over a longer time span. Hence, simple steps are provided to select the front plate characteristics and the crushable core plateau stress and thickness, as a function of the blast load intensity and the structure properties. </jats:p>