混凝土厚靶在弹体正侵彻下的响应研究  

Study on Behavior of Semi-Infinite Concrete Targets Subjected to Projectile Normal Penetration

作　　者：郭香华[1] 张庆明[1] 何远航[1] 

机构地区：[1]北京理工大学爆炸科学与技术国家重点实验室,北京100081

出　　处：《北京理工大学学报》2011年第7期765-767,共3页Transactions of Beijing Institute of Technology

基　　金：国家"八六三"计划项目(2009AA8014510B)

摘　　要：在内爆理论及考虑弹体体积变形和侵蚀效应的运动方程基础上,考虑质量守恒、动量守恒及能量转换关系,建立了描述混凝土厚靶在高速弹体正侵彻下的响应区理论模型.理论模型的数值解表明,混凝土和弹体的动力学特性对正侵彻作用下混凝土的响应有显著影响.在侵彻速度较高时,有些响应区消失,而破碎区和破裂区随侵彻速度增加而迅速增大.A theoretical model to describe the damage zone of semi-infinite concrete, which was subjected to high velocity normal penetration, was developed on the basis of implosion theory and kinetic equation combined with the factors of volumetric deformation, erosion effect, mass conservation, momentum conservation and energy transformation. Numerical solutions of the developed model show that the dynamic properties of concrete and projectile have significant effect on the penetration response. Some response zone would be disappeared when the hit velocity is high, and the aperture and damage diameter in crack/crush zone would increase substantially with the increase of hit velocity.

关 键 词：正侵彻 内爆理论 破坏区 脆性断裂 

分 类 号：O389[理学—流体力学]