中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Boundary Element Analysis of Punch Problem Based on Complementary Theory

文献类型:会议论文

作者Deng Qin; Li Chunguang; Tang Hua
出版日期2015
会议日期JUN 14-15, 2015
会议地点Nanchang, PEOPLES R CHINA
关键词Complementary Theory Boundary Element Method Finite Element Method Elastoplastic Problems
DOI10.1109/ICICTA.2015.72
页码257-260
英文摘要A nonlinear complementarity approach is presented to solve elastoplastic problems by boundary element method, in which the equations are formulated by stress equations and complementarity function obtained from plasticity constitutive law. The punch problem is analyzed by the proposal method and FEM. The results show that compared to discretize the region in FEM, the proposed method can achieves satisfactory results only needing less internal points and the computational accuracy is accepted.
会议录PROCEEDINGS OF 8TH INTERNATIONAL CONFERENCE ON INTELLIGENT COMPUTATION TECHNOLOGY AND AUTOMATION (ICICTA 2015)
会议录出版者IEEE
会议录出版地NEW YORK
语种英语
WOS研究方向Computer Science
WOS记录号WOS:000393320200064
源URL[http://119.78.100.198/handle/2S6PX9GI/4836]  
专题岩土力学所知识全产出_会议论文
国家重点实验室知识产出_会议论文
作者单位Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn
推荐引用方式
GB/T 7714
Deng Qin,Li Chunguang,Tang Hua. Boundary Element Analysis of Punch Problem Based on Complementary Theory[C]. 见:. Nanchang, PEOPLES R CHINA. JUN 14-15, 2015.

入库方式: OAI收割

来源:武汉岩土力学研究所

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