会议专题

Research on Deformation and Stress of Concrete Face Rockfill Dam Based on Finite Element Analysis

Based on the nonlinear finite element analysis, the deformations and stresses of the CFRO in the completion and storage stages were simulated. The deformation and stress laws of the dam body and the panel in different stages were predicted. Finally, the sensitivity analysis of main parameters of the Duncan-Chang E-B model was carried out by the multiple indicators of orthogonal design method, and the critical sensitivity parameters of the deformation and stress on the CFRD were obtained. The results can take some reference for the design, construction and safety monitoring of the CFRD.

finite element analysis deformation and stress concrete face rockfill dam orthogonal design

Xiangli HUO Bo WANG Liang HUANG

College of water Conservancy & Environmental Engineering,Zhengzhou University,Zhengzhou Henan,China

国际会议

2011 3rd International Conference on Computer and Network Technology(ICCNT 2011)(2011第三届IEEE计算机与网络技术国际会议)

太原

英文

259-263

2011-02-26(万方平台首次上网日期,不代表论文的发表时间)