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Frontiers of Structural and Civil Engineering >> 2012, Volume 6, Issue 1 doi: 10.1007/s11709-012-0139-9
3D mode discrete element method with the elastoplastic model
1. State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing 100084, China; 2. China State Construction Property Corp. Ltd., Beijing 100037, China; 3. Chengdu Hydroelectric Investigation & Design Institute of SPC, Chengdu 610072, China
Abstract
Keywords
mode discrete element method ; elastoplastic ; numerical method ; discontinuum ; contact
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