混凝土靶侵彻过程中空腔膨胀响应分区

Translated title of the contribution: Cavity expansion response of concrete targets under penetration

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

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

3 Citations (Scopus)

Abstract

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.

Translated title of the contributionCavity expansion response of concrete targets under penetration
Original languageChinese (Traditional)
Article number023301
JournalBaozha Yu Chongji/Expolosion and Shock Waves
Volume39
Issue number2
DOIs
Publication statusPublished - 5 Feb 2019

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