Abstract

Explosively formed projectiles (EFPs) are widely used in civil applications and the military field for their excellent impact performance. How to give full play to the energy accumulation effect of explosives and improve the penetration performance has become the main problem of EFP design. The aim of the present study was to investigate the effect of liner structure on EFP formation and its penetration behavior. In order to achieve this, a finite element (FE) model was first established on the basis of the Lagrange and ALE method. Then, formation and penetration performance tests of EFP were performed to verify the validity and feasibility of the proposed FE model, where the configuration, velocity of EFP, and penetration diameter left on the target plate were compared. Finally, by using the proposed FE model, the entire process of the formation and penetration behavior of EFP with axial symmetrical variable thickness liners were analyzed, where spherical-segment liners with uniform and non-uniform thickness were developed. The results were drawn as follows: the numerical simulation error of EFP velocity was less than 5%, and the simulated penetration diameter was compared to the 8.6% error obtained from the experimental method. It demonstrated that the proposed FE model had higher prediction precision. After the explosive was detonated, a forward-folding EFP was formed by the liner with a thin edge thickness, while the EFP formed by the liner with uniform thickness had a backward-folded configuration. It was also found that the liner with a thin edge thickness gave the largest steady velocity of EFP, and it was the lowest by using the liner with uniform thickness. There were two types of loads generated after the formation of an EFP, those were shock wave loading and an EFP, both causing damage in the target plate during the process of an EFP’s penetration into it. The shock wave induced by liners with non-uniform thickness caused higher damage in the target plate, the maximum value of stress was reached at about 4.0 GPa. The forward-folding EFP formed by the liner with the thinnest edge thickness had the largest penetration ability. The backward-folded EFP, owing to the hollow structure, had the worst penetration ability, which failed to penetrate the target plate.

Highlights

  • Shock waves from the detonation of a high explosive can be used to deform and warp a liner of ductile metal, forming explosively formed projectiles (EFPs) [1]

  • The proposed finite element (FE) model was applied to simulate the entire process of the formation and penetration behavior of the EFP with different liner structures, and the effects of liner structure on EFP formation and its penetration behavior were analyzed

  • In order to investigate the effect of liner structure on EFP formation and its penetration behavior, a finite element (FE) model was established on the basis of the Lagrange and arbitrary Lagrange–Eulerian (ALE) method

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Summary

Introduction

Shock waves from the detonation of a high explosive can be used to deform and warp a liner of ductile metal, forming explosively formed projectiles (EFPs) [1]. It is widely accepted that the parameters such as configurations [2,3], materials [4,5], and detonation conditions [6,7] significantly affect the formation and performance of EFPs. Miller [8] studied the shaped charge parameters that might have a significant effect on the shape and velocity of the explosively formed hypervelocity projectile, and obtained stable projectiles in the range of velocities above 10 km/sec. The effects of the position, timing, and number of detonation points on the formation of the EFP were studied by Li et al [11] They found that the stable flight velocity of the projectile increased with the number of detonation points

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