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

页码：2088 / +

页数：2

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