中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Modeling of the cyclic behavior of loose sand by an elasto-plastic fuzzy set model

文献类型:会议论文

作者Chen, C.1,2; Kong, L. W.1; Wang, Q. Q.2; Liu, Z.2
出版日期2013
会议日期SEP 15-16, 2012
会议地点Changsha, PEOPLES R CHINA
关键词cyclic plasticity model fuzzy set membership function
卷号639-640
DOI10.4028/www.scientific.net/AMR.639-640.708
页码708
英文摘要The paper focuses on the development of a cyclic plasticity model based on the fuzzy set theory, which is implemented as a computational tool in order to simplify the computer programming of the constitutive driver. The constitutive model is a rate independent elasto-plastic model which is capable of describing repeated load cycles, dilatancy, material memory, and critical state soil mechanics features. Also, with the aid of membership function, the validity of the constitutive model is enhanced by comparing the theoretical output with a set of experimental data obtained from a variety of cyclic triaxial tests of loose sand.
源文献作者Zhou, XY ; He, GJ ; Fan, YL ; Xiao, Y ; Kunnath, SK ; Monti, G
会议录ADVANCES IN CIVIL INFRASTRUCTURE ENGINEERING, PTS 1 AND 2
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Construction & Building Technology ; Engineering ; Materials Science
WOS记录号WOS:000320199700116
源URL[http://119.78.100.198/handle/2S6PX9GI/4723]  
专题岩土力学所知识全产出_会议论文
作者单位1.Chinese Acad Sci, Inst Rock & Soil Mech ;
2.Xiang Tan Univ, Coll Civil Engn & Mech
推荐引用方式
GB/T 7714
Chen, C.,Kong, L. W.,Wang, Q. Q.,et al. Modeling of the cyclic behavior of loose sand by an elasto-plastic fuzzy set model[C]. 见:. Changsha, PEOPLES R CHINA. SEP 15-16, 2012.

入库方式: OAI收割

来源:武汉岩土力学研究所

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