Rubber/Steel Composite Structures Effect of Non-Contact Explosive Loading under Cylindrical Explosive Layer
Flexible material and the steel columns for explosive loading under the propagation, this paper under the conditions of 1-dimensional cylindrically symmetric carry out numerical study. The satisfactory agreement between the computational results and the experimental shows that the constitutive relations and computational method presented in this paper are reasonable and of important in practical usage. Numerical simulations are carried out with the presented constitutive relations for explosive-filled sphere fracture problem and the results are analyzed. The thickness of explosive and flexible material that influences the load of the interface is discussed emphatically.
LU Yabing SUN Yuxin ZHANG Jin SU Hui
State Key Laboratory of Transient Physics,Nanjing University of Science &Technology,Nanjing 210094,C School of Biochemical and Environmental Engineering,Nanjing Xiaozhuang University,Nanjing 210094,Chi
国际会议
2011 International Autumn Seminar on Propellants,Explosives and Pyrotechnics(2011国际推进剂、炸药、烟火技术秋季研讨会)
南京
英文
901-905
2011-09-20（万方平台首次上网日期，不代表论文的发表时间）