A three-dimensional numerical model for simulating deformation and failure of blocky rock structures
文献类型:会议论文
作者 | Jiao, YY; Liu, QS; Li, SC |
出版日期 | 2006 |
会议日期 | APR 04-06, 2005 |
会议地点 | Bali, INDONESIA |
关键词 | numerical model blocky rock three-dimension deformation failure |
DOI | 10.4028/www.scientific.net/KEM.306-308.1391 |
页码 | 1391-1396 |
英文摘要 | This paper presents a three-dimensional numerical model for simulation of blocky rock structures based on static relaxation approach. The proposed method utilizes static equilibrium equations to calculate the displacements of blocks, compared to Newton's second law applied by the traditional DEM. In order to obtain displacements simultaneously, the technique of global stiffness matrix is introduced in to form the global equilibrium equations. Because large displacements come from the accumulation of small displacement increments, an iteration procedure is adopted in the calculation. A C++ program is developed based on the proposed algorithm, and an illustrative example is computed for verification. |
会议录 | FRACTURE AND STRENGTH OF SOLIDS VI, PTS 1 AND 2 |
会议录出版者 | TRANS TECH PUBLICATIONS LTD |
会议录出版地 | ZURICH-UETIKON |
语种 | 英语 |
WOS研究方向 | Engineering ; Materials Science |
WOS记录号 | WOS:000236852900232 |
源URL | [http://119.78.100.198/handle/2S6PX9GI/4425] |
专题 | 岩土力学所知识全产出_会议论文 |
作者单位 | Chinese Acad Sci, Inst Rock & Soil Mech ; Shandong Univ, Geotech & Struct Engn Res Ctr |
推荐引用方式 GB/T 7714 | Jiao, YY,Liu, QS,Li, SC. A three-dimensional numerical model for simulating deformation and failure of blocky rock structures[C]. 见:. Bali, INDONESIA. APR 04-06, 2005. |
入库方式: OAI收割
来源:武汉岩土力学研究所
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