摘要
为了从理论上确定混凝土材料的靶板阻力,采用三段式线性状态方程和考虑拉伸破坏与剪切饱和的Mo-hr-Coulomb屈服准则描述混凝土材料,将半无限混凝土靶在高速冲击下的响应分为弹性区、开裂区、孔隙压实区和密实区,建立了混凝土材料的准静态空腔膨胀理论,确定了靶板阻力,运用A-T模型进行了长杆弹高速侵彻半无限混凝土靶的理论分析.算例结果表明,侵彻深度的理论分析结果与实验结果具有较好的一致性.
. To determine the target resistance of concrete materials, the constitutive description of concrete materials idealizes the pressure -volumetric strain as tri-linear equations of state, and the shear strength-pressure as Mohr-Coulomb with tension cutoff and shear saturation. The response of semi-infinite concrete target under high velocity impact is divided into four zones of elastic, cracked, compacted and condensed. The quasi-static spherical expansion theory is developed, target resistance in A-T model is determined, and the penetration depth of semi-infinite concrete targets penetrated by high velocity long rod projectiles is analyzed. The analytic result of penetration depth is in good agreement with experiment data.
出处
《北京理工大学学报》
EI
CAS
CSCD
北大核心
2010年第1期10-13,共4页
Transactions of Beijing Institute of Technology
关键词
靶板阻力
长杆弹
高速侵彻
准静态空腔膨胀理论
混凝土
target resistance
long rod
high-velocity penetration
quasi-static spherical expansion theory
concrete