中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Numerical Simulation of End Friction Effect in Compression Test of Concrete

文献类型:会议论文

作者Bing Xie1; Wang Xiaoqiang1; Xiang Xia2
出版日期2012
会议日期MAY 25-27, 2012
会议地点Yantai, PEOPLES R CHINA
关键词concrete compression test PFC2D end friction effect
卷号174-177
DOI10.4028/www.scientific.net/AMM.174-177.291
页码291
英文摘要By using PFC2D a numerical specimen of particle aggregates is established. It achieved consistent mechanical parameters of concrete of C35 with the Code for Design of Concrete Structures (GB 50010-2010) by using PFC2D to simulate concrete compression test and it is proved feasible that PFC2D is suitable for simulating compression tests. End friction effect is studied by changing the coefficient of friction of loading plane. The results show that end friction effect will lead to a small cross section in the central and a large cross-section in the end. The compressive strength will increase with the loading plane friction coefficient increases.
源文献作者Shao, Y ; Hao, S ; Luo, Y ; Xing, J ; Liu, Z
会议录ADVANCED BUILDING MATERIALS AND SUSTAINABLE ARCHITECTURE, PTS 1-4
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:000312234600057
源URL[http://119.78.100.198/handle/2S6PX9GI/4691]  
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.Luoyang Inst Sci & Technol, Dept Civil Engn;
2.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomechan & Geotechn Engn
推荐引用方式
GB/T 7714
Bing Xie,Wang Xiaoqiang,Xiang Xia. Numerical Simulation of End Friction Effect in Compression Test of Concrete[C]. 见:. Yantai, PEOPLES R CHINA. MAY 25-27, 2012.

入库方式: OAI收割

来源:武汉岩土力学研究所

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