Abstract
On the base of the HJC for the concrete material, the concrete damage effect are studied with the 3D Eulerian numerical simulation hydrocode of MMIC-3D. The interface treatment is fuzzy interface method. The computational result is in accord with the experimental data, and the 2D slice and 3D picture are shown by visual software of Visc2D and Visc3D.
| Original language | English |
|---|---|
| Pages (from-to) | 1-4 |
| Number of pages | 4 |
| Journal | Beijing Ligong Daxue Xuebao/Transaction of Beijing Institute of Technology |
| Volume | 29 |
| Issue number | SUPPL. 1 |
| Publication status | Published - Apr 2009 |
Keywords
- Concrete
- Interface
- Numerical simulation