Applied Mathematics and Mechanics (English Edition) ›› 2010, Vol. 31 ›› Issue (1): 87-96.doi: https://doi.org/10.1007/s10483-010-0109-z

• Articles • 上一篇    下一篇

Fully coupled flow-induced vibration of structures under small deformation with GMRES method

张立翔1 郭亚昆2 张洪明1   

  1. 1. Department of Engineering Mechanics, Kunming University of Science and Technology, Kunming 650051, P. R. China;
    2. School of Engineering, University of Aberdeen, Aberdeen AB24 3UE, The United Kingdom
  • 收稿日期:2009-05-13 修回日期:2009-11-06 出版日期:2010-01-03 发布日期:2010-01-01

Fully coupled flow-induced vibration of structures under small deformation with GMRES method

ZHANG Li-Xiang1, GUO Ya-Kun2, ZHANG Hong-Ming1   

  1. 1. Department of Engineering Mechanics, Kunming University of Science and Technology, Kunming 650051, P. R. China;
    2. School of Engineering, University of Aberdeen, Aberdeen AB24 3UE, The United Kingdom
  • Received:2009-05-13 Revised:2009-11-06 Online:2010-01-03 Published:2010-01-01

摘要: Lagrangian-Eulerian formulations based on a generalized variational principle of fluid-solid coupling dynamics are established to describe flow-induced vibration of a structure under small deformation in an incompressible viscous fluid flow. The spatial discretization of the formulations is based on the multi-linear interpolating functions by using the finite element method for both the fluid and solid structures. The generalized trapezoidal rule is used to obtain apparently non-symmetric linear equations in an incremental form for the variables of the flow and vibration. The nonlinear convective term and time factors are contained in the non-symmetric coefficient matrix of the equations. The generalized minimum residual (GMRES) method is used to solve the incremental equations. A new stable algorithm of GMRES-Hughes-Newmark is developed to deal with the flow-induced vibration with dynamical fluid-structure interaction in complex geometries. Good agreement between the simulations and laboratory measurements of the pressure and blade vibration accelerations in a hydro turbine passage was obtained, indicating that the GMRES-Hughes-Newmark algorithm presented in this paper is suitable for dealing with the flow-induced vibration of structures under small deformation.

Abstract: Lagrangian-Eulerian formulations based on a generalized variational principle of fluid-solid coupling dynamics are established to describe flow-induced vibration of a structure under small deformation in an incompressible viscous fluid flow. The spatial discretization of the formulations is based on the multi-linear interpolating functions by using the finite element method for both the fluid and solid structures. The generalized trapezoidal rule is used to obtain apparently non-symmetric linear equations in an incremental form for the variables of the flow and vibration. The nonlinear convective term and time factors are contained in the non-symmetric coefficient matrix of the equations. The generalized minimum residual (GMRES) method is used to solve the incremental equations. A new stable algorithm of GMRES-Hughes-Newmark is developed to deal with the flow-induced vibration with dynamical fluid-structure interaction in complex geometries. Good agreement between the simulations and laboratory measurements of the pressure and blade vibration accelerations in a hydro turbine passage was obtained, indicating that the GMRES-Hughes-Newmark algorithm presented in this paper is suitable for dealing with the flow-induced vibration of structures under small deformation.

中图分类号: 

APS Journals | CSTAM Journals | AMS Journals | EMS Journals | ASME Journals