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 |
DOI | 10.1109/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)
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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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