摘要
文章采用弹塑性有限单元法,对不同水位下钢板桩围堰在加载过程中呈现的受力变形特征进行了分析。
On the basis of elasto-plastic numerical analysis with finite element method, different load-deformation characteristics of cofferdam founded by double-row steel sheet piles at different at different water levels are analyzed.
出处
《安徽建筑》
2008年第6期161-161,179,共2页
Anhui Architecture
关键词
围堰
钢板桩
弹塑性
cofferdam
steel sheet pile
elasto-plasticity
