TY - JOUR
T1 - Multi-objective optimization of elliptical variable-section projectile for armor-piercing and penetration performance via NSGA-II
AU - Jiang, Teng
AU - Dong, Heng
AU - Deng, Ximin
N1 - Publisher Copyright:
© 2026 Elsevier Ltd
PY - 2026/12
Y1 - 2026/12
N2 - High-speed non-circular cross-section projectiles can effectively damage various targets,including semi-infinite concrete structures and thin-walled metal structures. Structural optimization design for such projectiles has become an important research direction in the field. For semi-infinite concrete structures, projectile penetration performance is mainly reflected by penetration depth; for thin-walled metal structures, it is indicated by anti-ballistic deflection capability. To improve the adaptability of elliptical variable-section projectiles to thin metal and semi-infinite concrete targets, this study optimizes their structural parameters. It uses an attitude deflection model for thin-layer metal targets and a penetration depth model for concrete targets to predict deflection angle and penetration depth, respectively. The NSGA-II algorithm is applied to optimize shape parameters, including caliber-radius-head (CRH), length-to-diameter ratio, major-to-minor axis ratio, and variable cross-section angle. The influences of impact velocity, initial oblique angle, and initial attack angle on optimization are also analyzed. Results show that anti-ballistic deflection and deep penetration capabilities compete with each other. A two-segment non-linear curve with a critical point exists between deflection angle and penetration depth. Higher initial velocity raises the upper limit of optimized performance, while larger absolute oblique and attack angles reduce it. Longer, sharper-nosed projectiles with smaller variable cross-section angles and flatter cross-sections have better penetration performance, and the opposite improves armor-piercing performance.
AB - High-speed non-circular cross-section projectiles can effectively damage various targets,including semi-infinite concrete structures and thin-walled metal structures. Structural optimization design for such projectiles has become an important research direction in the field. For semi-infinite concrete structures, projectile penetration performance is mainly reflected by penetration depth; for thin-walled metal structures, it is indicated by anti-ballistic deflection capability. To improve the adaptability of elliptical variable-section projectiles to thin metal and semi-infinite concrete targets, this study optimizes their structural parameters. It uses an attitude deflection model for thin-layer metal targets and a penetration depth model for concrete targets to predict deflection angle and penetration depth, respectively. The NSGA-II algorithm is applied to optimize shape parameters, including caliber-radius-head (CRH), length-to-diameter ratio, major-to-minor axis ratio, and variable cross-section angle. The influences of impact velocity, initial oblique angle, and initial attack angle on optimization are also analyzed. Results show that anti-ballistic deflection and deep penetration capabilities compete with each other. A two-segment non-linear curve with a critical point exists between deflection angle and penetration depth. Higher initial velocity raises the upper limit of optimized performance, while larger absolute oblique and attack angles reduce it. Longer, sharper-nosed projectiles with smaller variable cross-section angles and flatter cross-sections have better penetration performance, and the opposite improves armor-piercing performance.
KW - Elliptical variable-section projectile
KW - Multi-objective optimization
KW - Non-dominated sorting genetic algorithm
KW - Semi-infinite concrete and thin-walled metal structures
KW - Structural optimization
UR - https://www.scopus.com/pages/publications/105044914008
U2 - 10.1016/j.tws.2026.115410
DO - 10.1016/j.tws.2026.115410
M3 - Article
AN - SCOPUS:105044914008
SN - 0263-8231
VL - 231
JO - Thin-Walled Structures
JF - Thin-Walled Structures
M1 - 115410
ER -