首页 | 本学科首页   官方微博 | 高级检索  
     

冲击波和高速破片联合作用下固支方板毁伤效应数值模拟
引用本文:李茂,朱锡,侯海量,李典,陈长海,郑红伟,徐伟. 冲击波和高速破片联合作用下固支方板毁伤效应数值模拟[J]. 国防科技大学学报, 2017, 39(6): 64-70
作者姓名:李茂  朱锡  侯海量  李典  陈长海  郑红伟  徐伟
作者单位:海军工程大学舰船工程系,海军工程大学舰船工程系,海军工程大学舰船工程系,海军工程大学舰船工程系,海军工程大学舰船工程系
基金项目:国家自然科学基金项目(51209211,51179200,51409253)
摘    要:为探讨固支方形钢板结构在空爆冲击波和高速破片联合作用下的动态响应过程及变形破坏模式,利用有限元分析软件ANSYS/LS-DYNA,开展了空爆冲击波和高速破片对固支方板的联合作用数值模拟计算,阐述了固支方板在联合载荷作用下动态响应过程的2个阶段,以及在不同爆距下的变形破坏模式和特点。结果表明,随着爆距增加,在破片密集作用区内,钢板的破坏模式存在从集团冲塞破口到部分穿孔边界撕裂联通,再到无穿孔边界撕裂现象的转换。

关 键 词:空爆冲击波;高速破片群;联合作用;动态响应;数值模拟
收稿时间:2016-06-03
修稿时间:2016-09-02

Numerical Simulation of the damage effects of clamped square plate subjected to the impact of blast wave and fragments
LI Mao,ZHU Xi,HOU Hailiang,LI Dian,CHEN Changhai,ZHENG Hongwei and XU Wei. Numerical Simulation of the damage effects of clamped square plate subjected to the impact of blast wave and fragments[J]. Journal of National University of Defense Technology, 2017, 39(6): 64-70
Authors:LI Mao  ZHU Xi  HOU Hailiang  LI Dian  CHEN Changhai  ZHENG Hongwei  XU Wei
Affiliation:Department of Naval Architecture Engineering, Naval University of Engineering, Wuhan 430033, China,Department of Naval Architecture Engineering, Naval University of Engineering, Wuhan 430033, China,Department of Naval Architecture Engineering, Naval University of Engineering, Wuhan 430033, China,Department of Naval Architecture Engineering, Naval University of Engineering, Wuhan 430033, China,Department of Naval Architecture Engineering, Naval University of Engineering, Wuhan 430033, China,Department of Naval Architecture Engineering, Naval University of Engineering, Wuhan 430033, China and Department of Naval Architecture Engineering, Naval University of Engineering, Wuhan 430033, China
Abstract:The main objective of this study is to explore the dynamic response and and damage pattern of a clamped square steel plate under the synergy effect of blast and fragments loading. A numerical-simulation tool has been used to further study the combined blast and fragments loading effects on a clamped square steel plate. Through finite element program ANSYS/LS-DYNA,simulations of the response behavior and damage pattern of the plate subjected to the combined blast and fragments loading are conducted. Large punched hole caused by the dense fragment cluster will form in the intensively impacted area under proper launch distance. As launch distance increases, large deformation is the main failure modes of the plate, combined with numbers of perforation holes but no large punched hole.
Keywords:impact wave   fragments   combined impact   dynamic response   numerical simulation
本文献已被 CNKI 等数据库收录!
点击此处可从《国防科技大学学报》浏览原始摘要信息
点击此处可从《国防科技大学学报》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号