Structural response of the concrete target obliquely penetrated by a grooved-tapered projectile

被引:0
作者
Zhang X. [1 ,2 ]
Wu H. [1 ]
Huang F. [1 ]
Pi A. [1 ]
机构
[1] State Key Laboratory of Explosion Science and Technology, Beijing Institute of Technology, Beijing
[2] Beijing Aerospace Institute of Microsystems, Beijing
来源
Baozha Yu Chongji/Explosion and Shock Waves | 2019年 / 39卷 / 03期
关键词
Concrete target; Grooved-tapered projectile; Oblique penetration; Structure response;
D O I
10.11883/bzycj-2017-0047
中图分类号
TU528 [混凝土及混凝土制品]; TV43 [水工混凝土和砂浆];
学科分类号
摘要
In this paper, based on the projectile load analysis using the cavity expansion theory, we simplified the movement and deformation mode of the grooved-tapered projectile in the early stage of its oblique penetration into the concrete as the response behavior of a free beam under transversal and axial transient load at the end, and calculated the shear force, the moment and the yield function of each section of the projectile. In addition, we found out about how the projectile's bending was affected by the projectile body's thickness, yield strength, initial velocity and oblique angle. © 2019, Editorial Staff of EXPLOSION AND SHOCK WAVES. All right reserved.
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相关论文
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