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第 46 卷 杨笑宇,等: 超高强球面结构抗冲击试验研究 第 6 期
[6] 葛涛, 潘越峰, 谭可可, 等. 活性粉末混凝土抗冲击性能研究 [J]. 岩石力学与工程学报, 2007, 26(S1): 3553–3557. DOI:
10.3321/j.issn:1000-6915.2007.z1.148.
GE T, PAN Y F, TAN K K, et al. Study on resistance of reactive powder concrete to impact [J]. Chinese Journal of Rock
Mechanics and Engineering, 2007, 26(S1): 3553–3557. DOI: 10.3321/j.issn:1000-6915.2007.z1.148.
[7] ROHANI B. Penetration of kinetic energy projectiles into rock-bubble/boulder overlays [C]//Proceedings of the 3rd
International Symposium on Interaction of Nonnuclear Munitions with Structures. Mannheim: Federal Minister of Defense,
1987: 863.
[8] 陈万祥, 郭志昆, 吴昊, 等. 表面异形遮弹层的诱偏机理与试验 [J]. 弹道学报, 2011, 23(4): 66–69, 74.
CHEN W X, GUO Z K, WU H, et al. Yaw-inducing mechanism and experimental investigation of shielding layer with
irregular barrier on surface [J]. Journal of Ballistics, 2011, 23(4): 66–69, 74.
[9] 郭虎, 何丽灵, 陈小伟, 等. 球形颗粒遮弹层对高速侵彻弹体的作用机理 [J]. 爆炸与冲击, 2020, 40(10): 103301. DOI:
10.11883/bzycj-2019-0428.
GUO H, HE L L, CHEN X W, et al. Penetration mechanism of a high-speed projectile into a shelter made of spherical
aggregates [J]. Explosion and Shock Waves, 2020, 40(10): 103301. DOI: 10.11883/bzycj-2019-0428.
[10] 唐德高, 贺虎成, 陈向欣, 等. 刚玉块石混凝土抗弹丸侵彻效应试验研究 [J]. 振动与冲击, 2005, 24(6): 37–39, 135–136.
DOI: 10.3969/j.issn.1000-3835.2005.06.011.
TANG D G, HE H C, CHEN X X, et al. Experimental study on corundum-rubble concrete against projectile [J]. Journal of
Vibration and Shock, 2005, 24(6): 37–39, 135–136. DOI: 10.3969/j.issn.1000-3835.2005.06.011.
[11] 姚焕忠, 韩国建, 程国亮. 块石高强固结体抗侵彻性能试验研究 [J]. 防护工程, 2013, 35(3): 17–21.
YAO H Z, HAN G J, CHENG G L. Experimental research and analysis on anti-penetration performance of nubby stone
concretion [J]. Protective Engineering, 2013, 35(3): 17–21.
[12] 贺虎成, 唐德高, 陈向欣, 等. 刚玉碎石混凝土抗弹丸侵彻效应研究与分析 [J]. 爆炸与冲击, 2004, 24(6): 514–518. DOI:
10.11883/1001-1455(2004)06-0514-5.
HE H C, TANG D G, CHEN X X, et al. Experimental study and analyse on penetration effect for crushed corundum concrete
against projectile [J]. Explosion and Shock Waves, 2004, 24(6): 514–518. DOI: 10.11883/1001-1455(2004)06-0514-5.
[13] 吴昊, 张瑜, 程月华, 等. 典型战斗部侵彻爆炸下块石混凝土的遮弹层设计 [J]. 爆炸与冲击, 2025, 45(4): 043302. DOI:
10.11883/bzycj-2024-0136.
WU H, ZHANG Y, CHENG Y H, et al. Design of rock-rubble concrete shield against the combination of penetration and
explosion of warheads [J]. Explosion and Shock Waves, 2025, 45(4): 043302. DOI: 10.11883/bzycj-2024-0136.
[14] CHENG Y H, WU H, JIANG P F, et al. Ballistic resistance of high-strength armor steel against ogive-nosed projectile
impact [J]. Thin-Walled Structures, 2023, 183: 110350. DOI: 10.1016/j.tws.2022.110350.
[15] MANGANELLO S J, ABBOTT K H. Metallurgical factors affecting the ballistic behavior of steel targets [J]. Journal of
Materials, 1972, 7(2): 231–239.
[16] DIKSHIT S N, KUTUMBARAO V V, SUNDARARAJAN G. The influence of plate hardness on the ballistic penetration of
thick steel plates [J]. International Journal of Impact Engineering, 1995, 16(2): 293–320. DOI: 10.1016/0734-743X(94)
00041-T.
[17] ÜBEYLI M, YILDIRIM R O, ÖGEL B. On the comparison of the ballistic performance of steel and laminated composite
armors [J]. Materials & Design, 2007, 28(4): 1257–1262. DOI: 10.1016/j.matdes.2005.12.005.
[18] JENA P K, RAMANJENEYULU K, SIVA KUMAR K, et al. Ballistic studies on layered structures [J]. Materials & Design,
2009, 30(6): 1922–1929. DOI: 10.1016/j.matdes.2008.09.008.
[19] 邓云飞, 孟凡柱, 李剑锋, 等. Q235 钢板对半球形头弹抗侵彻特性 [J]. 爆炸与冲击, 2015, 35(3): 386–392. DOI: 10.11883/
1001-1455(2015)03-0386-07.
DENG Y F, MENG F Z, LI J F, et al. The ballistic performance of Q235 metal plates subjected to impact by hemispherically-
nosed projectiles [J]. Explosion and Shock Waves, 2015, 35(3): 386–392. DOI: 10.11883/1001-1455(2015)03-0386-07.
[20] ROHANI B. Shielding methodology for conventional kinetic energy weapon: SL-87-8 [R], U. S. Army Engineer Waterways
Experiment Station, Vicksburg, MS, 1987.
[21] BLESS S J, SATAPATHY S, NORMANDIA M J. Transverse loads on a yawed projectile [J]. International Journal of Impact
Engineering, 1999, 23: 77–86. DOI: 10.1016/S0734-743X(99)00064-0.
061401-12

