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Publishing Language: Chinese | Open Access

Study on the influence of concrete pre-damage on the performance of projectile penetration

Jiancai DONG1,2Mian WANG1,2Chuang LIU1Chenhui LI1Luyao MA1Xianfeng ZHANG1( )
School of Mechanical Engineering, Nanjing University of Science and Technology, Nanjing 210094, Jiangsu, China
Northwest Industries Group Company Ltd., Xi’an 710043, Shaanxi, China
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Abstract

To investigate the impact of target damage on projectile penetration performance, a series of penetration experiments was conducted on a concrete target utilizing a former jet and a subsequent kinetic energy projectile. The critical factors influencing the performance of pre-damaged concrete penetrated by the projectile were analyzed. The relationship for the strength of the concrete materials in the pre-damaged concrete target was determined. Based on this, a semi-empirical model of projectile penetration of pre-damaged concrete was established by combining the aforementioned cavity expansion theory with the results of the preceding analysis. The impact of projectile and target parameters on the performance of secondary penetration of the projectile was then analyzed. The findings indicate that the influence of pre-damaged concrete on the depth of projectile penetration is contingent upon the discrepancy in crater volume and concrete damage. It can be posited that the damage to the target is the predominant influencing factor. When there is a finite-length damage zone within the concrete target and the diameter of the cavity of the target is between 0.3 and 0.5 times the diameter of the projectile, the effect is even less pronounced. When a finite-length damage zone exists within the target, the pre-damage cavity is 0.3–0.5 times the projectile diameter. In this instance, the gain in depth of penetration is most pronounced. In the event of penetrating damage to the target, a ratio of 0.3 between the diameter of the target tunnel and that of the projectile is observed. The difference in penetration depth between the pre-damaged target and the pre-drilled target is greater, with a gradual increase in this difference as the ratio increases further. When the damage state of the target is certain, decreasing the projectile diameter or increasing the CRH of the ogive-nosed projectile is more advantageous to increase the penetration depth.

CLC number: O347; TJ41 Document code: A

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Cite this article:
DONG J, WANG M, LIU C, et al. Study on the influence of concrete pre-damage on the performance of projectile penetration. Explosion and Shock Waves, 2026, 46(4). https://doi.org/10.11883/bzycj-2025-0108

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Received: 08 April 2025
Revised: 15 May 2025
Published: 05 April 2026
© 2026 Editorial Office of Explosion and Shock Waves

This is an open access article under the CC BY-NC license (https://creativecommons.org/licenses/by-nc/4.0/)