Damage Effects of Shelled Explosive Explosion in Concrete

Defence Science Journal

Duan Zhuoping¹  Liu Yan¹  Huang Fenglei¹  Wang Xinsheng² 

[1] State Key Laboratory of Explosion Science and Technology, BIT;Beijing Institute of Technology, China

关键词: shelled explosive;    Concrete;    filling coefficient;    length-to-diameter ration;    depth of burial;    crater;   

DOI  :  

学科分类：社会科学、人文和艺术（综合）

来源: Defence Scientific Information & Documentation Centre

【 摘 要 】

The damage of concrete subjected to explosion loading is an important issue in defense engineering. The damage degree of concrete is related to many factors, such as the type of explosive charge, the depth of burial and the parameters of concrete. In this paper, three factors are considered for experiments of shelled explosives in concrete targets, which are the filling coefficient, length-to-diameter ratio and the depth of burial. The filling coefficient is from 0.1 to 1 by changing thickness of shell, and length-to-diameter ratio is from 2.5 to 10. The unconfined compressive strength of concrete target for test is 35MPa. The experimental results showed that the sizes of craters of concretes are varied as the filling coefficient, length-to-diameter ratio and the depth of burial. The optimal values of filling coefficient, length-to-diameter ratio and the depth of burial of shelled charges were obtained to get largest damage regions of concrete targets. This work provides a base for evaluating the damage of concrete and designing the penetrating warhead. Defence Science Journal, 2010, 60(6), pp.672-677 , DOI:http://dx.doi.org/10.14429/dsj.60.434

【 授权许可】

Unknown