| contributor author | H. K. Dang | |
| contributor author | M. A. Meguid | |
| date accessioned | 2017-05-08T21:45:11Z | |
| date available | 2017-05-08T21:45:11Z | |
| date copyright | April 2010 | |
| date issued | 2010 | |
| identifier other | %28asce%29gm%2E1943-5622%2E0000041.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/61423 | |
| description abstract | The discrete element method is a powerful numerical tool in simulating the behavior of granular materials. It bridges the gap between continuum mechanics and physical modeling investigations. In spite of the significant achievements to date, some major problems are yet to be solved including the development of realistic large-scale models with initial conditions similar to those encountered in real problems. This paper introduces a computational method to generate a large-scale packing with predefined porosity and grain-size distribution in three-dimensional space based on a small initial sample packing. The developed method is implemented into an open-source computer code and used to generate specimens with known properties. The results showed that, under static condition, specimens generated using the proposed algorithm exhibited realistic behavior suitable for geotechnical applications. In addition, the controlled structure of the initial sample packing is successfully transferred to the final packing. | |
| publisher | American Society of Civil Engineers | |
| title | Algorithm to Generate a Discrete Element Specimen with Predefined Properties | |
| type | Journal Paper | |
| journal volume | 10 | |
| journal issue | 2 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)GM.1943-5622.0000028 | |
| tree | International Journal of Geomechanics:;2010:;Volume ( 010 ):;issue: 002 | |
| contenttype | Fulltext | |