Study on the Suitability of Concrete Constitutive Models for Perforation Simulation

被引:0
|
作者
Li, Jianxing [1 ]
Liu, Yize [1 ]
Li, Peiyu [1 ]
Wang, Haifu [1 ]
Chen, Pengwan [1 ]
机构
[1] Beijing Inst Technol, State Key Lab Explos Sci & Technol, Beijing 100081, Peoples R China
基金
中国国家自然科学基金;
关键词
concrete constitutive model; perforation; numerical simulation; damage; crack; STRAIN-RATE; PROJECTILE PENETRATION; COMPRESSIVE STRENGTH; NUMERICAL-SIMULATION; MECHANICAL-BEHAVIOR; DYNAMIC-BEHAVIOR; SLABS; PREDICTIONS; ROCK;
D O I
10.3390/ma17225562
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
The choice of constitutive model significantly affects the accuracy of concrete perforation simulation. This study analyzes four concrete constitutive models, HJC, RHT, KCC, and TCK, focusing on their strength models, damage evolution, and strain rate effects. Combining the damage pattern and erosion cracks, the effectiveness of the four constitutive models in simulating the penetration of reinforced concrete targets is evaluated using LS-DYNA 11.0. The results indicate that the RHT and TCK models accurately depict the concrete damage and failure modes under the same test conditions. In contrast, the KCC and HJC models demonstrate superior capability in predicting the residual velocity of the projectile. Additionally, this study highlights the significant impact of the erosion parameters on the simulation results. This study offers a valuable reference for the application and parameter set of constitutive models in simulating concrete target perforation.
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收藏
页数:23
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