中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
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
DOI10.4028/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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