中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Three Dimensional Cosserat Continuum Model and its Application to Analysis for the Cantilever Beam

文献类型:会议论文

作者Tang Hongxiang1,2; Hu Zhaolong2
出版日期2012
会议日期NOV 18-20, 2011
会议地点Shenzhen, PEOPLES R CHINA
关键词Cosserat continuum theory FEM cantilever beam size effect
卷号117-119
DOI10.4028/www.scientific.net/AMM.117-119.438
页码438
英文摘要A basic 3D Cosserat continuum theory and corresponding finite element formulations are deduced. The deflections of a cantilever beam are analyzed by the 20-nodes solid elements based on the classical continuum theory and Cosserat continuum theory respectively. Compared with analytical solution brought forward by Timoshenko and Goodier, it illustrates that the numerical results based on Coseerat FEM are effective and more accurate and closer to the analytical solutions by choosing an appropriate value of the characteristic internal length, which also testifies the capability of reflecting the intrinsic property of the cantilever beam.
源文献作者Zhang, HX ; Han, Y ; Chen, F ; Wen, J
会议录MATERIALS AND COMPUTATIONAL MECHANICS, PTS 1-3
会议录出版者TRANS TECH PUBLICATIONS LTD
会议录出版地DURNTEN-ZURICH
语种英语
WOS研究方向Engineering ; Mechanics
WOS记录号WOS:000303483600086
源URL[http://119.78.100.198/handle/2S6PX9GI/4666]  
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1.Chinese Acad Sci, Key Lab Rock & Soil Mech ;
2.Dalian Univ Technol, Sch Civil & Hydraul Engn, Dalian 116023, Peoples R China
推荐引用方式
GB/T 7714
Tang Hongxiang,Hu Zhaolong. Three Dimensional Cosserat Continuum Model and its Application to Analysis for the Cantilever Beam[C]. 见:. Shenzhen, PEOPLES R CHINA. NOV 18-20, 2011.

入库方式: OAI收割

来源:武汉岩土力学研究所

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