基于比例边界有限元法的坝库瞬态耦合分析  

Dam-reservoir transient coupling analysis based on SBFEM

作　　者：李上明[1] 

机构地区：[1]中国工程物理研究院总体工程研究所,四川绵阳621900

出　　处：《华中科技大学学报（自然科学版）》2011年第9期108-111,共4页Journal of Huazhong University of Science and Technology(Natural Science Edition)

基　　金：国家自然科学基金资助项目(10902060);中国博士后科学基金特别资助项目(201003123)

摘　　要：将比例边界有限元法延伸至坝库耦合瞬态分析中,建立了模拟无限水库的比例边界有限元法与有限元法的耦合公式,利用坝库耦合作用中的耦合项,发展了坝库耦合瞬态分析的流固耦合解耦迭代算法,分析了水平向地震激励下的重力坝、垂直坝等坝库耦合瞬态响应.其中:有限域,如坝体和无限水库中的近场域,用有限元法模拟;无限域,如无限水库中的远场域,用比例边界有限元法描述.上述耦合公式和流固耦合解耦迭代算法继承了比例边界有限元法模拟无限域的优点,如离散单元少、精度高、矩阵对称、无须基本解等,数值结果验证了公式和算法的准确性和可行性.The scaled boundary finite element method （SBFEM） was extended to transient coupling analyses of the dam-reservoir interaction, and a SBFEM and finite element method （FEM） coupling formulation was derived. Through using the coupling terms in the coupling formulation, a decoupling iteration algorithm was developed to analyze the transient responses of vertical dam and gravity dam- reservoir systems subjected to horizontal ground shock excitations, where FEM was chosen to model finite domain, while SBFEM was applied to describe the characteristics of semi-infinite reservoir. The SBFEM-FEM coupling formulation and its corresponding iteration algorithm keep the merits of the SBFEM in representing unbounded fluid medium such as little discretized elements, high accuracy, symmetrical matrix, and no requirement for fundamental solution. Numerical results show the accura- cy and feasibility of the coupling formulation and iteration algorithm.

关 键 词：有限元法 无限水库 比例边界有限元法 坝库瞬态响应 水平向地震激励 解耦迭代算法 

分 类 号：TV312[水利工程—水工结构工程] TV642