中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Finite element analysis of the Concrete Gravity Debris Dam by Impact Effect of the Massive Stone in the Debris Flow

文献类型:期刊论文

作者Chen XQ; Yu XB; Chen JG
刊名Electronic Journal of Geotechnical Engineering
出版日期2014-05
卷号19期号:L页码:2779-2790
关键词Debris dam Impact pressure Normal impact force Tangential impact force ABAQUS
通讯作者Chen XQ
英文摘要  Dams, as the line of defense against debris flow, play an important role in reducing the damage of debris flow, but they are often partial or complete failure due to the impact of massive stones. In this paper, with the finite element analysis software ABAQUS, A three-dimensional numerical model of the dam and the large stone is established. The impact pressure of the dam contact surface is increasing with the impact velocity of massive stones increasing and a qualitative understanding of impact force (normal impact force and tangential impact force) with the time and the change of the massive stone impact velocity are obtained by the numerical simulation on the basis of the single variable theory and Drucker-Prager constitutive. The research provides some theoretical guidance for the optimization of the dam’s structural design and strengthening prevention project of debris flow.
学科主题水利工程
收录类别EI
语种英语
公开日期2014-10-21
源URL[http://ir.imde.ac.cn/handle/131551/7358]  
专题成都山地灾害与环境研究所_山地灾害与地表过程重点实验室
推荐引用方式
GB/T 7714
Chen XQ,Yu XB,Chen JG. Finite element analysis of the Concrete Gravity Debris Dam by Impact Effect of the Massive Stone in the Debris Flow[J]. Electronic Journal of Geotechnical Engineering,2014,19(L):2779-2790.
APA Chen XQ,Yu XB,&Chen JG.(2014).Finite element analysis of the Concrete Gravity Debris Dam by Impact Effect of the Massive Stone in the Debris Flow.Electronic Journal of Geotechnical Engineering,19(L),2779-2790.
MLA Chen XQ,et al."Finite element analysis of the Concrete Gravity Debris Dam by Impact Effect of the Massive Stone in the Debris Flow".Electronic Journal of Geotechnical Engineering 19.L(2014):2779-2790.

入库方式: OAI收割

来源:成都山地灾害与环境研究所

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