Simplified semi-analytical solutions for dynamic responses of composite cylinders subjected to far-field underwater explosions

This paper presents a simplified design tool based on semi-analytical formulations to investigate the dynamic response of an immersed composite cylinder subjected to a far-field underwater explosion. The cylinder is simply supported, fully submerged and filled with air inside. A classical shell theory using a Double Fourier series solution combined with the first-order Doubly Asymptotic Approximation (DAA 1 ) formulation is adapted to model the fluid-structure interaction. An explicit non-standard finite difference scheme is applied to solve the coupled differential equations in time domain. The validity of DAA 1 model is established by comparing the LS-DYNA/USA finite element results with existing experimental data from the literature. Then the proposed semi-analytical solutions are compared to the LS-DYNA/USA results, showing good correlation with a discrepancy of 7% for peak deflections and ±9% for maximum stresses at the stand-off point for cylinders with relatively small length over radius ratios. Parametric studies examining the effect of different loading conditions, areal masses, and material configurations reveal that a large charge mass located far from the composite panel turns out to be more damaging than a small mass located nearby due to a broader pressure-time profile. Finally, the proposed model demonstrates a significant reduction in computation time, being approximately 30 times faster than its numerical counterpart, LS-DYNA/USA, making it a valuable tool for the preliminary design stages.

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Publication Details

Journal
Defence Technology
Published
2025-09-27
DOI
https://doi.org/10.1016/j.dt.2025.09.032
Primary Topic
Structural Response to Dynamic Loads
Type
article
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article

Simplified semi-analytical solutions for dynamic responses of composite cylinders subjected to far-field underwater explosions

Ye Pyae Sone Oo, Hervé Le Sourne, Kévin Brochard
Defence Technology
Structural Response to Dynamic Loads
article

Simplified semi-analytical solutions for dynamic responses of composite cylinders subjected to far-field underwater explosions

Ye Pyae Sone Oo, Hervé Le Sourne, Kévin Brochard
article en

Abstract

This paper presents a simplified design tool based on semi-analytical formulations to investigate the dynamic response of an immersed composite cylinder subjected to a far-field underwater explosion. The cylinder is simply supported, fully submerged and filled with air inside. A classical shell theory using a Double Fourier series solution combined with the first-order Doubly Asymptotic Approximation (DAA 1 ) formulation is adapted to model the fluid-structure interaction. An explicit non-standard finite difference scheme is applied to solve the coupled differential equations in time domain. The validity of DAA 1 model is established by comparing the LS-DYNA/USA finite element results with existing experimental data from the literature. Then the proposed semi-analytical solutions are compared to the LS-DYNA/USA results, showing good correlation with a discrepancy of 7% for peak deflections and ±9% for maximum stresses at the stand-off point for cylinders with relatively small length over radius ratios. Parametric studies examining the effect of different loading conditions, areal masses, and material configurations reveal that a large charge mass located far from the composite panel turns out to be more damaging than a small mass located nearby due to a broader pressure-time profile. Finally, the proposed model demonstrates a significant reduction in computation time, being approximately 30 times faster than its numerical counterpart, LS-DYNA/USA, making it a valuable tool for the preliminary design stages.

Defence TechnologyVol. 57
École Centrale de Nantes (FR), Centre National de la Recherche Scientifique (FR), Institut Catholique d'Arts et Métiers (FR), Centre d'Investigation Clinique de Nantes (FR), Institut de Recherche en Génie Civil et Mécanique (FR)
Openalex Percentile: Top 72%
Structural Response to Dynamic Loads
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