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Numerical simulation of seismic damage and cracking of concrete slabs of high concrete face rockfill dams

Wei-jun Cen Lang-sheng Wen Zi-qi Zhang Kun Xiong

水科学与水工程2016，Vol.9Issue(3)：205-211,7.

Numerical simulation of seismic damage and cracking of concrete slabs of high concrete face rockfill dams

Wei-jun Cen ¹Lang-sheng Wen ¹Zi-qi Zhang ¹Kun Xiong²

作者信息

1. College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China
2. Changjiang Institute of Survey, Planning, Design, and Research, Wuhan 430010, China
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摘要

关键词

Concrete face rockfill dam/Random mesoscopic damage model/Seismic response/Dynamic damage to concrete slab/Macrocracking/Numerical simulation

Key words

Concrete face rockfill dam/Random mesoscopic damage model/Seismic response/Dynamic damage to concrete slab/Macrocracking/Numerical simulation

引用本文复制引用

Wei-jun Cen,Lang-sheng Wen,Zi-qi Zhang,Kun Xiong..Numerical simulation of seismic damage and cracking of concrete slabs of high concrete face rockfill dams[J].水科学与水工程,2016,9(3):205-211,7.

基金项目

This work was supported by the Key Laboratory of Failure Mechanism and Safety Control Techniques of Earth-rock Dams of the Ministry of Water Re-sources (Grant No. YK914019), the CRSRI Open Research Program (Grant No. CKWV2016376/KY), and the National Natural Science Foundation of China (Grant No.51009055) （Grant No. YK914019）

水科学与水工程

OACSCDCSTPCD

ISSN：1674-2370

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