摘要
应用显式动力有限元程序,对Φ37mm弹丸冲击侵彻普通混凝土及钢纤维混凝土问题进行了数值模拟分析。为了描述混凝土材料的非线性变形及断裂特性,计算中引入了Holmquist-Johnson-Cook累积损伤材料模型,侵彻深度计算结果与试验数据相吻合,并得到了侵彻过程中的主要物理图像和曲线。在此基础上分析研究了钢纤维混凝土与普通混凝土抗弹丸冲击侵彻性能的异同之处。
Kinetic energy projectile(Ф537mm) penetrating normal concrete and steel fiber reinforced concrete(SFRC) targets are simulated by the finite element method. To describe nonlinear deformation and fracture characteristics of concrete materials, Holmquist-Johnson-Cook constitutive relations and damage model are incorporated into computations. The numerical results of penetration depth are in good agreement with experimental data and the main physical figures and patterns are obtained. The anti-penetration characteristics of the steel fiber reinforced concrete and the normal concrete are studied.
出处
《混凝土》
CAS
CSCD
北大核心
2006年第2期6-8,共3页
Concrete
基金
爆炸灾害预防
控制国家重点试验室(北京理工大学)开放基金资助项目(KFJJ03-5)
关键词
冲击侵彻
钢纤维混凝土
数值模拟
韧性
impact and penetration
steel fiber reinforced concrete
numerical simulation
toughness