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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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Ahmadi, Hamed
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Publications (6/6 displayed)
- 2023Formulation of double nanoemulsions based on pH-sensitive poly acrylic acid/agarose/ZnO for quercetin controlled releasecitations
- 2023Energy absorption and collapse behavior of PP-based pin-reinforced composite sandwich panels under quasi-static flatwise compression loading
- 2023Energy absorption and collapse behavior of PP ‐based pin‐reinforced composite sandwich panels under quasi‐static flatwise compression loadingcitations
- 2022Effect of layering layout on the energy absorbance of bamboo-inspired tubular compositescitations
- 2019Impact response of Kevlar/rubber compositecitations
- 2018Static analysis of highly anisotropic laminated beam using unified zig-zag theory subjected to mechanical and thermal loadingcitations
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article
Energy absorption and collapse behavior of PP ‐based pin‐reinforced composite sandwich panels under quasi‐static flatwise compression loading
Abstract
This article investigates the energy absorption and failure behavior of thermoplastic composite sandwich panels made entirely of polypropylene (PP) and pin‐reinforced core under quasi‐static compressive loading. The pins are manufactured by thermoforming and assembled with face sheets. The specimens were subjected to flatwise compressive loading to examine energy absorption capabilities. Moreover, the finite element method (FEM) is used to analyze core sandwich panels reinforced with cubic, cylindrical, beam, and cross‐beam pins. Furthermore, a closed‐form analytical model is adopted and developed to predict the critical load of these structures. The performed experiments were utilized to validate the damage mechanisms and critical displacements of the simulations and the analytically calculated maximum collapse loads. The results demonstrate that the predictions accurately capture both the critical failure load and failure mechanisms. Since the numerical results have a reasonable correlation with the experimental results and their output difference is