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.
出处
《弹箭与制导学报》
CSCD
北大核心
2005年第2期56-58,共3页
Journal of Projectiles,Rockets,Missiles and Guidance