Study on the Suitability of Concrete Constitutive Models for Perforation Simulation

Jianxing Li, Yize Liu, Peiyu Li, Haifu Wang*, Pengwan Chen

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

Abstract

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.

Original languageEnglish
Article number5562
JournalMaterials
Volume17
Issue number22
DOIs
Publication statusPublished - Nov 2024

Keywords

  • concrete constitutive model
  • crack
  • damage
  • numerical simulation
  • perforation

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