Abstract
Effective elastic moduli of two-phase planar granular materials, with stiffness ratio of both phases equal to 10, are investigated through extensive computer simulations. These materials are modeled by Delaunay networks where each vertex corresponds to one grain, and two types of linear springs are present: normal and angular.
| Original language | English |
|---|---|
| Pages | 639-642 |
| Number of pages | 4 |
| Publication status | Published - 1995 |
| Externally published | Yes |
| Event | Proceedings of the 10th Conference on Engineering Mechanics. Part 1 (of 2) - Boulder, CO, USA Duration: May 21 1995 → May 24 1995 |
Other
| Other | Proceedings of the 10th Conference on Engineering Mechanics. Part 1 (of 2) |
|---|---|
| City | Boulder, CO, USA |
| Period | 5/21/95 → 5/24/95 |
ASJC Scopus subject areas
- Architecture
- Civil and Structural Engineering