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Coupling FEM and symmetric BEM for dynamic interaction of dam-reservoir systems

机译:大坝—水库系统动力相互作用的有限元与对称边界元耦合

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摘要

A numerical model coupling boundary and finite elements suitable for dynamic dam-reservoir interaction is presented herein. This model involves standard finite element idealization of the dam structure displacements and a new symmetric boundary element formulation of the unbounded reservoir domain leading to an equivalent symmetric stiffness matrix for the discretized pressure field. These two basic parts of the computation are directly coupled by imposing an equilibrium condition at the fluid-structure interface, then the resulting algebraic system is reduced by localizing the coupled terms in the global mass matrix such as usually achieved in the added-mass formulation. Finally, the performance and the accuracy of this model are examined by comparing its results to those obtained from three other numerical models.
机译:本文提出了一种适用于大坝-水库动态相互作用的边界与有限元耦合的数值模型。该模型涉及大坝结构位移的标准有限元理想化和无界油藏域的新对称边界元公式,从而为离散压力场产生等效的对称刚度矩阵。通过在流体-结构界面处施加平衡条件,可以直接将计算的这两个基本部分耦合起来,然后通过将耦合项放在全局质量矩阵中进行定位(例如通常在加质量公式中实现)来简化所得的代数系统。最后,通过将其结果与从其他三个数值模型获得的结果进行比较,来检验该模型的性能和准确性。

著录项

  • 来源
    《Engineering analysis with boundary elements》 |2009年第10期|1201-1210|共10页
  • 作者单位

    Universite A.Mira de Bejaia, Departement de Genie Civil, 06000, Route de Targua Ouzemour, Bejaia, Algeria Universite Paris-Est, Laboratoire de Modelisation et Simulation Multi-Echelle, FRE 3160, 5, boulevard Descartes, 77454 Marne-la-Vallee, Cedex, France;

    Universite A.Mira de Bejaia, Laboratoire de Technologie des Materiaux et de Genie des Procedes, Algeria;

    Universite Paris-Est, Laboratoire de Modelisation et Simulation Multi-Echelle, FRE 3160, 5, boulevard Descartes, 77454 Marne-la-Vallee, Cedex, France;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    symmetric BEM; FEM; dam; fluid-structure; dynamic interaction; unbounded reservoir; seismic response;

    机译:对称边界元;有限元坝;流体结构动态互动;无界水库;地震反应;
  • 入库时间 2022-08-17 13:08:50

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