[an error occurred while processing this directive] [an error occurred while processing this directive] [an error occurred while processing this directive]
[an error occurred while processing this directive]

Experimental Study on Low Velocity Projectile Normal Penetration Into Aluminum Plate-sand Gravel Combined Target

  • DENG Yongjun ,
  • YAO Yong ,
  • SUN Jiachao ,
  • LIU Xiaoling
Expand
  • 1 School of Civil Engineering and Architecture, Southwest University of Science and Technology, Sichuan Mianyang 621000, China
    2 Shock and Vibration of Engineering Materials and Structures Key Laboratory of Sichuan Province, Sichuan Mianyang 621000, China

Received date: 2018-02-02

  Online published: 2025-05-21

Abstract

In this paper, a trial test of projectile penetration through sand gravel-aluminum plate combined target is designed, and two kinds of gradation tests at different speeds are carried out. The whole shape of aluminum plate on the back of target, the high-speed photography of armour piercing process and strain response data at different positions of target plate are analyzed. The results show that at the same speed, the gradation is different and the size of opening is different, which indicates that the pebble grade pairing has certain influence on the damage degree of armor piercing. Under the same gradation, the higher the velocity of the projectile is, the bigger the loss of cobble is. Unlike the concrete continuous medium, in the process of penetrating gravel target plate, before and after the hole position will appear the pebble injection. This is due to the fluidity of the pebbles. The greater the velocity of the projectile, the larger the jet flow is.

Cite this article

DENG Yongjun , YAO Yong , SUN Jiachao , LIU Xiaoling . Experimental Study on Low Velocity Projectile Normal Penetration Into Aluminum Plate-sand Gravel Combined Target[J]. Journal of Projectiles, Rockets, Missiles and Guidance, 2019 , 39(1) : 84 -88,96 . DOI: 10.15892/j.cnki.djzdxb.2019.01.018

[an error occurred while processing this directive]

References

[1]
杨冬梅, 王晓鸣. 反机场弹药斜侵彻多层介质靶的三维数值仿真[J]. 弹道学报, 2004, 16(3): 83-87.
[2]
曾必强, 姜春兰, 王在成, 等. 反跑道动能弹斜侵彻机场多层跑道的三维数值 模拟[J]. 兵工 学报, 2007, 28 (12): 1433-1437.
[3]
DEBNATH P, DEY A K. Bearing capacity of geogrid reinforced sand over encased stone columns in soft clay[J]. Geotextiles and Geomembranes, 2017, 45(6): 653-664.
[4]
肖伦斌, 张训忠. 邓肯—张模型对砂卵石土适用性的试验研究[J]. 建筑科学, 2010, 26(7): 1-4.
[5]
STARK N, HAY A E. Pebble and cobble transport on a steep, mega-tidal, mixed sand and gravel beach [J]. Marine Geology, 2016, 382: 210-223.
[6]
李涛. 砂卵石含石率和最大干密度关系及其应用[J]. 施工技术, 2016, 45(增刊): 384-386.
[7]
吴东旭, 姚勇, 梅军, 等. 砂卵石土直剪试验颗粒离散元细观力学模拟[J]. 工业建筑, 2014, 44(5): 79-84.
[8]
张玲玲, 姚勇. 四川西北地区砂卵石土的直剪试验研究 [J]. 路基工程, 2010(3): 162-164.
[9]
何建平, 彭兴芝, 祖烨, 等. 砂卵石土动、静特性的对比试验研究[J]. 长江科学院院报, 2010, 27(8): 40-43.
[10]
王汝恒, 贾彬, 邓安福, 等. 砂卵石土动力特性的动三轴试验研究[J]. 岩石力学与工程学报, 2006, 25 (增刊 2): 4059-4064.
[11]
江闻韶. 土的动力强度和液化特征[M]. 北京: 中国电力出版社, 1997: 10.
[12]
贾学明, 柴贺军, 郑颖人. 土石混合料大型直剪试验的颗粒离散元细观力学模拟研究[J]. 岩土力学, 2010, 31 (9): 2695-2703.
[13]
李世海, 汪远年. 三维离散元土石混合体随机计算模型及单向加载试验数值模拟[J]. 岩土工程学报, 2004, 26 (2): 172-177.
Outlines

/

[an error occurred while processing this directive]