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高混凝土面板坝流变分析
引用本文:周伟,常晓林,胡颖,闫生存.高混凝土面板坝流变分析[J].武汉大学学报(工学版),2005,38(6):96-99.
作者姓名:周伟  常晓林  胡颖  闫生存
作者单位:1. 武汉大学水资源与水电工程科学国家重点实验室,湖北,武汉430072
2. 湖北清江水布垭工程建设公司,湖北,宜昌443002
基金项目:国家自然科学基金项目(50509019)资助
摘    要:推导了高围压下的幂函数流变本构模型在三维有限元分析中的具体算法和实现步骤.根据该流变模型对水布垭面板堆石坝进行了流变分析.结果表明,考虑堆石流变后的坝体沉降有明显的增加,对面板的应力变形状态有较大影响,对于高面板堆石坝,选用合适的流变模型正确模拟堆石体的流变变形及发展规律,对减小面板的裂缝和脱空具有重要意义.

关 键 词:面板堆石坝  流变  有限元  数值模拟
文章编号:1671-8844(2005)06-096-04
修稿时间:2004年11月15

Creep analysis of high concrete face rockfill dam
ZHOU Wei,CHANG Xiao-lin,HU Ying,YAN Sun-cun.Creep analysis of high concrete face rockfill dam[J].Engineering Journal of Wuhan University,2005,38(6):96-99.
Authors:ZHOU Wei  CHANG Xiao-lin  HU Ying  YAN Sun-cun
Affiliation:ZHOU Wei~1,CHANG Xiao-lin~1,HU Ying~2,YAN Sun-cun~2
Abstract:Based on a rockfill power function creep constitutive model,numerical realization step and detailed algorithm applied to analysis of general FEM is presented for the creep constitutive model.The stress and deformation analysis with consideration of rockfill creep are performed for Shuibuya concrete face rockfill dam.The computation results show that the deformation of dam shows evident increment and the creep has an obvious influence on the deformation and stress of the face.It is very important that the reasonable creep model is adopted and simulated deformation of rockfill correctly and then reasonable construction processes are adopted.
Keywords:concrete face rockfill dam  creep  FEM  numerical simulation
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