高速侵彻体对各种介质侵彻深度的工程计算  

Engineering Calculation of High-velocity Projectile Penetrating Varies Targets

作　　者：刘少坤 李赞成[2] 史天成 

机构地区：[1]驻624厂军代室 [2]徐州空军学院机场工程系,江苏徐州221000

出　　处：《弹箭与制导学报》2005年第2期56-58,共3页Journal of Projectiles,Rockets,Missiles and Guidance

摘　　要：采用空穴膨胀理论,进行了高速侵彻体对土壤、混凝土、凝灰岩等介质的侵彻深度计算,计算中选用了较大口径的侵彻体,计算结果与国外同样口径侵彻体侵彻威力进行比较,对影响侵彻威力的因素做了初步分析。Using cavity-expansion theory, we calculated the penetration depth of soil, concrete and tuff penetrated by high-velocity projectile. In the calculation, heavy-caliber has been chosen. The result compared to the penetration power of the same bore of abroad. The factors influenced the penetration power have been analyzed.

关 键 词：侵彻体 工程计算 侵彻深度 介质 高速 空穴膨胀理论 侵彻威力 深度计算 计算结果 初步分析 混凝土 凝灰岩 大口径 

分 类 号：TJ410.33[兵器科学与技术—火炮、自动武器与弹药工程] O385[理学—流体力学]