A FEMP method and its application in modeling dynamic response of reinforced concrete subjected to impact loading

Y. P. Lian, X. Zhang*, X. Zhou, Z. T. Ma

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

82 Citations (Scopus)

Abstract

The material point method (MPM) takes advantages of both the Eulerian and Lagrangian methods, so it is capable of handling many challenging engineering problems, such as the dynamic responses of reinforced concrete (RC) subjected to blast and impact loadings. However, it is time-consuming to discretize the steel reinforcement bars (" rebars" ) in RC by using MPM because the diameter of the steel bar is very small compared with the size of concrete. A hybrid finite element-material point (FEMP) method is proposed, in which the truss element in the traditional finite element method (FEM) is incorporated into the MPM to model the rebars. The proposed FEMP method is implemented in our three-dimensional material point method code, MPM3D®, and validated by several benchmark problems. Finally, it is applied to simulate the dynamic response of RC slab penetrated by projectile, and the numerical results are in good agreement with the experimental data reported in the literature. The proposed idea is applicable to incorporate other types of finite elements into MPM to take advantages of both FEM and MPM.

Original languageEnglish
Pages (from-to)1659-1670
Number of pages12
JournalComputer Methods in Applied Mechanics and Engineering
Volume200
Issue number17-20
DOIs
Publication statusPublished - 1 Apr 2011
Externally publishedYes

Keywords

  • Finite element method
  • Impact
  • Material point method
  • Reinforced concrete

Fingerprint

Dive into the research topics of 'A FEMP method and its application in modeling dynamic response of reinforced concrete subjected to impact loading'. Together they form a unique fingerprint.

Cite this