| A computational model with fracture energy in continuum-discontinuum element method | |
Li SH(李世海) ; Zhou D(周东); Zhang QB(张青波); Duan WJ(段文杰)
| |
| Source Publication | Proceedings of the 6th International Conference on Discrete Element Methods and Related Techniques |
| 2013 | |
| Pages | 79-84 |
| Conference Name | 6th International Conference on Discrete Element Methods and Related Techniques (DEM 6) |
| Conference Date | AUG 05-06, 2013 |
| Conference Place | Golden,Colorado,USA |
| Abstract | Energy function with fracture energy, frictional energy, kinetic energy and elastic energy is proposed. And dynamic equations for continuum-discontinuum model in solid are obtained with the energy function and progressive failure constitutive model based on strain strength distribution. Combined with spring element model, computational scheme for spring force and nodal force in continuum-discontinuum element method is established with consideration of energy dissipation. Relationship between continuum mechanics model and discrete particles are discussed and the critical parameters are determined. Characteristic fracture length in representative volume element (RVE) is introduced, and theoretical expressions for progressive failure process of the element are given. Numerical examples such as uniaxial compression and uniaxial tension test are calculated with this model for verification. |
| Department | LMFS工程地质体力学(LEM) |
| ISBN | 0-918062-20-9 |
| Language | 英语 |
| Document Type | 会议论文 |
| Identifier | http://dspace.imech.ac.cn/handle/311007/48330 |
| Collection | 流固耦合系统力学重点实验室 |
| Recommended Citation GB/T 7714 | Li SH,Zhou D,Zhang QB,et al. A computational model with fracture energy in continuum-discontinuum element method[C]Proceedings of the 6th International Conference on Discrete Element Methods and Related Techniques,2013:79-84. |
| Files in This Item: | Download All | |||||
| File Name/Size | DocType | Version | Access | License | ||
| IMCAS-Conf2013-024.p（832KB） | 开放获取 | -- | View Download | |||
Items in the repository are protected by copyright, with all rights reserved, unless otherwise indicated.
Edit Comment