弹体侵彻干砂的数值模型  

Numerical modeling of projectile penetration into dry sand

作　　者：李杰[1,2] 李猛深[1,3,4] 李宏[4] 施存程[1,5] 

机构地区：[1]中国人民解放军理工大学爆炸冲击防灾减灾国家重点实验室,江苏南京210007 [2]南京理工大学机械工程学院,江苏南京210094 [3]空军工程大学机场建筑工程系,陕西西安710038 [4]沈阳军区司令部工程科研设计所,辽宁沈阳110162 [5]第二炮兵指挥学院,湖北武汉430012

出　　处：《爆炸与冲击》2015年第5期633-640,共8页Explosion and Shock Waves

基　　金：中国博士后科学基金项目(2013M541675;2014M552688);爆炸冲击防灾减灾国家重点实验室开放基金项目(DPMEIKF201301)

摘　　要：基于砂粒的不可压缩性假设,利用球形空腔动态收缩模型和广义Mises强度准则推导了干砂的孔隙压密演化方程;根据Hugoniot冲击突跃条件和Grüneisen系数,推导了干砂考虑孔隙演化影响的状态方程;根据关联流动法则,得到了大变形时砂的弹塑性应力应变关系;基于动力有限元计算平台,采用上述模型分析了弹体高速侵彻干砂的作用过程。结果表明,该模型能够表征高速侵彻时砂的孔隙演化对应力应变状态的反向影响,能够较准确地反映高速侵彻作用下干砂的动力响应过程。Assuming that sand grains are incompressible, a compaction equation for porous dry sand was derived by applying the dynamic systolic model of a spherical cavity and the generalized Mises strength criterion. Based on the Hugoniot jump condition and the Grtineisen parameter, the equation of state for dry sand was given by considering porous compaction. According to the associated flow rule, the elasto-plastic stress-strain relationships of dry sand under large deformation were obtained. By means of the dynamic finite element computing method, the above models were used to analyze the penetration process of dry sand by a projectile. The results show that the models can reflect the re- verse influence of sand pore evolution on the stress-strain state in the high-velocity penetration process, and can accurately describe the dynamic response of dry sand under high-velocity penetration.

关 键 词：爆炸力学 孔隙压密 有限元 干砂 高速侵彻 

分 类 号：O385[理学—流体力学]