The RCC Arch Dam Analysis During Overload

被引：0
|
作者：
Xia, Yu [1 ]
Yu, Ying-ye [2 ]
Zhao, Xiao-lian [3 ]
Zhang, Zhong-qing [4 ]
机构：
[1] Guangxi Univ Sci & Technol, Civil Engn & Architecture Coll, Liuzhou, Peoples R China
[2] Guangxi Univ Sci & Technol, Logist Serv Management Ctr, Liuzhou, Peoples R China
[3] Guangxi Univ, Coll Resources & Environm, Nanning, Peoples R China
[4] Guangxi Univ, Coll Civil & Architecture Engn, Nanning, Peoples R China
来源：
ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING IV | 2014年 / 580-583卷
关键词：
overload analysis; arch dam; RCC;
D O I：
10.4028/www.scientific.net/AMM.580-583.2088
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
It does numerical analysis on the overload of RCC arch dam named wanjiakouzi, through the analysis, we try to find the damage process of the dam. It does elastic-plastic analysis by FEM. Result shows that the horizontal cracks are usually a very important clue, it means the dam will reach its ultimate capacity.
引用
收藏
页码：2088 / +
页数：2
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