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

被引:5
作者
Zhang, Li-xiang [1 ]
Guo, Ya-kun [2 ]
Zhang, Hong-ming [1 ]
机构
[1] Kunming Univ Sci & Technol, Dept Engn Mech, Kunming 650051, Peoples R China
[2] Univ Aberdeen, Sch Engn, Aberdeen AB24 3UE, Scotland
基金
中国国家自然科学基金;
关键词
flow-induced vibration; fluid-structure interaction; generalized variational principle; numerical methods; generalized minimum residual (GMRES) method; FLUID-STRUCTURE INTERACTION; LARGE-EDDY SIMULATION; DOMAIN DECOMPOSITION TECHNIQUES; DIRECT NUMERICAL-SIMULATION; FINITE-ELEMENTS; MOVING BOUNDARIES; TURBINE CASCADE; TURBULENT FLOWS; FORMULATION; PASSAGE;
D O I
10.1007/s10483-010-0109-z
中图分类号
O29 [应用数学];
学科分类号
070104 ;
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.
引用
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页码:87 / 96
页数:10
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