混凝土靶侵彻过程中空腔膨胀响应分区

Zhenkun Niu, Xiaowei Chen*, Yongjun Deng, Yong Yao

*此作品的通讯作者

科研成果: 期刊稿件文章同行评审

4 引用 (Scopus)

摘要

The LS-DYNA was used to simulate the process of a rigid projectile normally penetrating into a concrete target. Based on the two threshold values of ultimate compressive strain and ultimate tensile strain of the concrete, the cavity expansion response regions of the concrete target were identified and the size of each concrete response region in the penetration process was obtained. The effect of the penetration velocity on the crushed and cracked regions of the concrete was analyzed. The relationships between the boundary expansion velocity of the crushed /cracked regions and the penetration velocity were discussed. The results indicate that with increasing the initial impacting velocity, the interface velocities of the crushed/cracked regions and the radius of the crushed region increase, but the radius of the cracked region decreases. At last, the cracked region may disappear when the penetration velocity achieves a certain critical value.

投稿的翻译标题Cavity expansion response of concrete targets under penetration
源语言繁体中文
文章编号023301
期刊Baozha Yu Chongji/Expolosion and Shock Waves
39
2
DOI
出版状态已出版 - 5 2月 2019

关键词

  • Cavity
  • Concrete
  • Expansion response region
  • Interface expansion velocity
  • Penetration

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引用此

Niu, Z., Chen, X., Deng, Y., & Yao, Y. (2019). 混凝土靶侵彻过程中空腔膨胀响应分区. Baozha Yu Chongji/Expolosion and Shock Waves, 39(2), 文章 023301. https://doi.org/10.11883/bzycj-2017-0368