Damage Behavior of a Truncated-Cone Concrete Target Under Coupled Reactive-Jet Penetration and Deflagration

To investigate the damage behavior of a truncated-cone concrete target (TCCT) under the coupled action of reactive-jet penetration and deflagration, full-scale experiments were conducted to characterize the damage induced in the TCCT by different reactive shaped charge liner (RSCL) structures. The results show that, under the coupled action of reactive-jet penetration and deflagration, the TCCT exhibits a damage mode characterized by upper crushing and lower fracture, which is significantly affected by the RSCL structure. Based on a combined analysis of a segmented numerical simulation method for reactive-jet penetration and deflagration and the full-scale experimental results, the gain relationship between the residual mass of the reactive jet and the deflagration enhancement effect was revealed. The study shows that the internal damage of the concrete target is mainly caused by compressive waves, whereas the damage to the bottom and sidewalls is mainly caused by tensile waves reflected from the walls. The deflagration enhancement effect of the reactive jet is positively correlated with its residual mass. On average, the deflagration enhancement increased the final damaged depth and the fully damaged cross-sectional area of the TCCT by 33.4% and 117.4%, respectively.

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Publication Details

Journal
Buildings
Published
2026-08-26
DOI
https://doi.org/10.3390/buildings16173417
Primary Topic
High-Velocity Impact and Material Behavior
Type
article
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article

Damage Behavior of a Truncated-Cone Concrete Target Under Coupled Reactive-Jet Penetration and Deflagration

HUANGUO GUO, Min Chen, Wenjie Ren, Tinghao Chen et al.
Buildings
High-Velocity Impact and Material Behavior
article

Damage Behavior of a Truncated-Cone Concrete Target Under Coupled Reactive-Jet Penetration and Deflagration

HUANGUO GUO, Min Chen, Wenjie Ren, Tinghao Chen, Yuanfeng Zheng
article en

Abstract

To investigate the damage behavior of a truncated-cone concrete target (TCCT) under the coupled action of reactive-jet penetration and deflagration, full-scale experiments were conducted to characterize the damage induced in the TCCT by different reactive shaped charge liner (RSCL) structures. The results show that, under the coupled action of reactive-jet penetration and deflagration, the TCCT exhibits a damage mode characterized by upper crushing and lower fracture, which is significantly affected by the RSCL structure. Based on a combined analysis of a segmented numerical simulation method for reactive-jet penetration and deflagration and the full-scale experimental results, the gain relationship between the residual mass of the reactive jet and the deflagration enhancement effect was revealed. The study shows that the internal damage of the concrete target is mainly caused by compressive waves, whereas the damage to the bottom and sidewalls is mainly caused by tensile waves reflected from the walls. The deflagration enhancement effect of the reactive jet is positively correlated with its residual mass. On average, the deflagration enhancement increased the final damaged depth and the fully damaged cross-sectional area of the TCCT by 33.4% and 117.4%, respectively.

BuildingsVol. 16(17)
Beijing Institute of Technology (CN), State Key Laboratory of Explosion Science and Safety Protection (CN)
Sustainable cities and communities
Openalex Percentile: Top 22%
High-Velocity Impact and Material Behavior
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