Numerical Investigation for Aerodynamic Derivatives of Bridge Deck Using DES

Detached Eddy Simulation(DES)is a quite new approach for the treatment of turbulence which unites the efficiency of Reynolds Averaged Navier-stokes Simulation(RANS) and the accuracy of Large Eddy Simulation (LES) into one framework. In this paper, DES method based on Spalart-Allmaras(S-A) turbulence model is employed to simulate the incompressible viscous flow around bridge decks. In order to obtain the aerodynamic forces, the forced motion simulations of the bridge decks are implemented by self-developed codes combined with FLUENT software. After obtaining the aerodynamic forces, aerodynamic derivatives are determined based on the least square algorithm. As the examples, the thin flat plate and the Great Belt East Bridge suspended spans cross-section are investigated to calculate their aerodynamic derivatives. Finally, the simulation results are compared against data reported in other studies. The comparisons show that the present method gives much better prediction of the aerodynamic derivatives than RANS method and discrete vortex method (DVM).

[1]  T. Theodorsen General Theory of Aerodynamic Instability and the Mechanism of Flutter , 1934 .

[2]  J. Frandsen Numerical bridge deck studies using finite elements. Part I: flutter , 2004 .

[3]  Allan Larsen,et al.  Aeroelastic analysis of bridge girder sections based on discrete vortex simulations , 1997 .

[4]  Allan Larsen,et al.  Computer modelling of flow around bridges using LES and FEM , 1998 .

[5]  Bin Wang,et al.  Numerical simulation for aerodynamic derivatives of bridge deck , 2009, Simul. Model. Pract. Theory.

[6]  Niels Kjølstad Poulsen,et al.  Determination of flutter derivatives for the great belt bridge , 1992 .

[7]  M. W. Sarwara,et al.  Prediction of aerodynamic characteristics of a box girder bridge section using the LES turbulence model , 2008 .

[8]  Chen Zheng-qing Numerical simulations for aerodynamic derivatives and critical flutter velocity of bridge deck , 2004 .

[9]  P. Spalart A One-Equation Turbulence Model for Aerodynamic Flows , 1992 .

[10]  G. G. Stokes "J." , 1890, The New Yale Book of Quotations.

[11]  A. Larsen,et al.  Two dimensional discrete vortex method for application to bluff body aerodynamics , 1997 .

[12]  Allan Larsen,et al.  Discrete vortex simulation of flow around five generic bridge deck sections , 1998 .

[13]  Jannette Behrndtz Frandsen Computational fluid structure interaction applied to long-span bridge design. , 1999 .

[14]  Jiyuan Tu,et al.  Computational Fluid Dynamics: A Practical Approach , 2007 .

[15]  Armando Miguel Awruch,et al.  Finite element simulation of the wind action over bridge sectional models: Application to the Guamá River Bridge (Pará State, Brazil) , 2008 .

[16]  Chen Zheng-qing Evaluating Flutter Derivatives of the Thin Plate by Applying the Numerical Simulation Method , 2005 .