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斜侵彻混凝土靶的刻槽弹体的结构响应

张欣欣 武海军 黄风雷 皮爱国

爆炸与冲击2019,Vol.39Issue(3):033301-1-033301-6,6.
爆炸与冲击2019,Vol.39Issue(3):033301-1-033301-6,6.

斜侵彻混凝土靶的刻槽弹体的结构响应

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

张欣欣 1武海军 2黄风雷 2皮爱国2

作者信息

  • 1. 北京航天微系统研究所,北京 100094
  • 2. 北京理工大学爆炸科学与技术国家重点实验室,北京 100081
  • 折叠

摘要

Abstract

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.

关键词

刻槽弹体/ 斜侵彻/ 混凝土/ 结构响应/

Key words

grooved-tapered projectile/ oblique penetration/ concrete target/ structure response/

分类

数理科学

引用本文复制引用

张欣欣,武海军,黄风雷,皮爱国..斜侵彻混凝土靶的刻槽弹体的结构响应[J].爆炸与冲击,2019,39(3):033301-1-033301-6,6.

基金项目

国家自然科学基金(11390362,11572048);国防基础科研项目 ()

爆炸与冲击

OA北大核心CSCDCSTPCD

1001-1455

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