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兵工学报 ›› 2009, Vol. 30 ›› Issue (9): 1181-1186.

• 论文 • 上一篇    下一篇

混凝土靶体侵彻不贯穿系数的试验研究

龚自明,方秦,张亚栋,相恒波,张育宁   

  1. 解放军理工大学工程兵工程学院,江苏南京210007
  • 收稿日期:2008-06-15 上线日期:2014-12-25
  • 通讯作者: 龚自明 E-mail:gongziming@sohu.Com
  • 作者简介:龚自明(1975-),男,讲师,博士研究生。
  • 基金资助:
    国家自然科学基金资助项目( 50525825,50638030);国家科技支撑计划(2006BAJ13802);国防基础科研项目(A1420060186)

Experimental Investigation into Coefficients of Concrete Targets to Prevent Perforation

GONG Zi-ming, FANG Qin, ZHANG Ya-dong, XIANG Heng-bo, ZHANG Yu-ning   

  1. Engineering Institute of Engineer Corps, PLA University of Science and Tecnnology, Nanjing 210007, Jiangsu, China
  • Received:2008-06-15 Online:2014-12-25
  • Contact: GONG Zi-ming E-mail:gongziming@sohu.Com

摘要: 分别制作了6组不同型式的靶体,进行了弹道侵彻试验研究,结合数值计算,确定了钢筋混凝土、钢纤维混凝土和钢纤维钢筋混凝土靶体的侵彻不贯穿系数(Kpp),以合理确定混凝土靶体的侵彻不贯穿厚度(H);并定量分析了弹体侵彻深度(hp)及靶体背面支撑情况对(Kpp)的影响。研究结果表明,靶体材料及靶体背面支撑相同时,K pp随hp/d(弹径)的增大而减小;靶体背覆钢板对H的减小作用较小(不到5%),而靶体背覆砂土对H的减小作用比较明显(近20%).

关键词: 爆炸力学 , 混凝土靶体 , 弹道试验 , 侵彻不贯穿厚度 , 侵彻不贯穿系数

Abstract: The coefficients of the reinforced, the steel fibre and the steel fibre reinforced concrete tar?gets to prevent perforation (Kpp) were determined by combining the ballistic penetration experiments with the numerical calculation based on the six group targets prepared in different types, to determine thicknesses of the targets to prevent perforation (H) ; the influences of the projectile penetration depth (hp) and the support conditions in back of the targets on Kpp were analyzed quantitatively. The inves?tigated results show that for the targets with the same material and support condition in the back, Kpp decreases with the increasing of hp/d (caliber of the projectiles), and the steel plate on the back of the targets has little effect on H (less than 5% ) whereas the backfill soil on the back of the targets has ob?vious effect on H ( close to 20 % ).

Key words: mechanics of explosion , concrete target , ballistic experimentation , thickness of targets re?quired to prevent perforation , coefncients of targets to prevent perforation

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