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 |
| DOI | 10.4028/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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