Application of the variational inequality approach of Signorini type to an engineering seepage problem
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Application of the variational inequality approach of Signorini type to an engineering seepage problem
Vol. 28, Issue S1, (2007)
作者机构:
1. 武汉大学 水资源与水电工程科学国家重点实验室 岩石力学与工程研究所,武汉,430072
2. 上海磁浮交通发展有限公司,上海,201204
3. 广东省水利电力勘测设计研究院,广州,510170
作者简介:
基金信息:
DOI:
CLC:O357.3
Online First:28 March 2014,
Published:2007
稿件说明:
移动端阅览
CHEN Yi-feng, LU Li-shun, ZHOU Chuang-bing, et al. Application of the variational inequality approach of Signorini type to an engineering seepage problem[J]. 2007, 28(S1).
DOI:
CHEN Yi-feng, LU Li-shun, ZHOU Chuang-bing, et al. Application of the variational inequality approach of Signorini type to an engineering seepage problem[J]. 2007, 28(S1).DOI:
Application of the variational inequality approach of Signorini type to an engineering seepage problem
The penalized Heaviside function associated with the discrete variational inequality formulation of Signorini type is improved
and an adaptive form of the penalized Heaviside function is suggested to further improve numerical stability and overcome mesh dependence of the variational inequality approach of Signorini type. The suggested approach is applied to seepage analysis of the dam site of Gongming Reservoir
Shenzhen
and the effectiveness of the variational inequality approach of Signorini type for complex three-dimensional seepage problems with strong nonlinearity is validated.