Damage mechanism of double-layer cylindrical shell subjected to underwater explosion

In this paper, comprehensive underwater contact explosion experiments are carried out on flat plates, aiming to substantiate the experimentally observed damage characteristics. Furthermore, the radius size during the bubble pulsation process is validated. Subsequently, a study on the damage characteristics of underwater explosion loads on double-layered cylindrical shells is conducted. The coupling mechanism between underwater explosion loads and elastoplastic structures is explored. The influences of factors such as explosion distance, water depth, and the type of fluid medium between the double-layered shells on the structural damage modes and damage effects are analyzed. The research shows that within a certain range, variations in the explosion distance mainly affect the destructive effects of shock wave loads on the structure, while the large temporal and spatial scales of bubbles make them less affected by the explosion distance. Changes in water depth primarily affect the destructive effects of bubble loads on the structure. As the water depth increases, the pulsation period and radius of the bubble decrease, and the energy dissipation during bubble pulsation also decreases. Consequently, the pulsating pressure generated by the secondary expansion of the bubble and the intensity of the water jet load can be effectively increased. In deep-water environments, the structural deflection is mainly determined by the bubble load. The water layer between the double-layered shells can effectively reduce the damage effects of shock waves and bubble loads on the structure.

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Publication Details

Journal
Physics of Fluids
Published
2025-03-01
DOI
https://doi.org/10.1063/5.0259862
Citations
3
Primary Topic
Structural Response to Dynamic Loads
Type
article
Field-Weighted Citation Impact
2.86

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article

Damage mechanism of double-layer cylindrical shell subjected to underwater explosion

Longhui Chen, Tao Li, Shuxin Yang, Longkan Wang et al.
3 citations
Physics of Fluids
Structural Response to Dynamic Loads
2.86
article

Damage mechanism of double-layer cylindrical shell subjected to underwater explosion

Longhui Chen, Tao Li, Shuxin Yang, Longkan Wang, Shenhe Zhang, Bing Li
article en
3 citations

Abstract

In this paper, comprehensive underwater contact explosion experiments are carried out on flat plates, aiming to substantiate the experimentally observed damage characteristics. Furthermore, the radius size during the bubble pulsation process is validated. Subsequently, a study on the damage characteristics of underwater explosion loads on double-layered cylindrical shells is conducted. The coupling mechanism between underwater explosion loads and elastoplastic structures is explored. The influences of factors such as explosion distance, water depth, and the type of fluid medium between the double-layered shells on the structural damage modes and damage effects are analyzed. The research shows that within a certain range, variations in the explosion distance mainly affect the destructive effects of shock wave loads on the structure, while the large temporal and spatial scales of bubbles make them less affected by the explosion distance. Changes in water depth primarily affect the destructive effects of bubble loads on the structure. As the water depth increases, the pulsation period and radius of the bubble decrease, and the energy dissipation during bubble pulsation also decreases. Consequently, the pulsating pressure generated by the secondary expansion of the bubble and the intensity of the water jet load can be effectively increased. In deep-water environments, the structural deflection is mainly determined by the bubble load. The water layer between the double-layered shells can effectively reduce the damage effects of shock waves and bubble loads on the structure.

Physics of FluidsVol. 37(3)
Hebei University of Technology (CN), Dalian University of Technology (CN), Dalian University (CN), Wuhan Ship Development & Design Institute (CN)
National Natural Science Foundation of China, Liaoning Revitalization Talents Program
Openalex Percentile: Top 11%
Structural Response to Dynamic Loads
2.86
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