检索规则说明:AND代表“并且”;OR代表“或者”;NOT代表“不包含”;(注意必须大写,运算符两边需空一格)
检 索 范 例 :范例一: (K=图书馆学 OR K=情报学) AND A=范并思 范例二:J=计算机应用与软件 AND (U=C++ OR U=Basic) NOT M=Visual
机构地区:[1]College of Civil & Hydroelectric Engineering, Three Gorges University,Yichang 443002, Hubei Province, P.R.China [2].Institute of Rock & Soil Mechanics, Chinese Academy of Sciences,Wuhan 430071, P.R.China [3]Department of Civil Engineering, The University of Hong Kong,Hong Kong, P.R.China
出 处:《Applied Mathematics and Mechanics(English Edition)》2005年第3期396-406,共11页应用数学和力学(英文版)
基 金:ProjectsupportedbytheOutstandingYoungsterFoundationoftheScienceandTechnologyCommis sionofHubeiProvinceofChina (No .2 0 0 2 1 2 2 )
摘 要:A new variational inequality formulation for seepage problems with free surfaces was presented, in which a boundary condition of (Signorini's) type was prescribed over the potential seepage surfaces. This made the singularity of seepage points eliminated and the location of seepage points determined. Compared to other variational formulations, the proposed formulation owns better numerical stability.A new variational inequality formulation for seepage problems with free surfaces was presented, in which a boundary condition of (Signorini's) type was prescribed over the potential seepage surfaces. This made the singularity of seepage points eliminated and the location of seepage points determined. Compared to other variational formulations, the proposed formulation owns better numerical stability.
关 键 词:free boundary problem SEEPAGE variational inequality finite element
分 类 号:TV139.14[水利工程—水力学及河流动力学] O241.82[理学—计算数学]
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在链接到云南高校图书馆文献保障联盟下载...
云南高校图书馆联盟文献共享服务平台 版权所有©
您的IP:216.73.216.222