Study of Civil-Plane High-Lift Model Using Omni-Tree Cartesian Grids

Chao Xi; Wei Min Sang

doi:10.4028/www.scientific.net/AMM.249-250.1019

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 249-250Study of Civil-Plane High-Lift Model Using...

Study of Civil-Plane High-Lift Model Using Omni-Tree Cartesian Grids

Abstract:

We developed a CFD code applies the omni-tree Cartesian grid to simulate the flow fields around one civil-plane high-lift model using the multi-zone technique. With a face-to-face algorithm, the flow control equations are solved numerically, in combination with the cell-center finite volume method and dual-time stepping scheme. The computed results are in good agreement with the experimental data and show preliminarily that numerical method is effective.

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Applied Mechanics and Mechanical Engineering III

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Periodical:

Applied Mechanics and Materials (Volumes 249-250)

Pages:

1019-1024

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.249-250.1019

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Online since:

December 2012

Authors:

Chao Xi, Wei Min Sang

Keywords:

Cartesian Grid, Civil-Plane High-Lift Model, Dual-Time Stepping Scheme, Face-to-Face Algorithm, Omni-Tree Data Structure

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References

[1] E. Peter, CFD improvement for high lift flows in the European project eurolift, AIAA Paper 2003-3795.

Google Scholar

[2] M. Murayama, K. Yamamoto and K. Kobayashi, Validation of flows on high-lift configurations by structured- and unstructured- mesh method, AIAA Paper 2005-1226.

DOI: 10.2514/6.2005-1226

Google Scholar

[3] W. Sang, and F. Li, Omni-tree and adaptive Cartesian hybrid grid method in steady and unsteady flows, AIAA Paper 2003-4078.

DOI: 10.2514/6.2003-4078

Google Scholar

[4] A. Jameson, Numerical solutions of Euler equations by finite volume methods with Runge-Kutta time stepping schemes, AIAA Paper 1981-1259.

DOI: 10.2514/6.1981-1259

Google Scholar

[5] A. L. Gaitonde, A dual-time method for the solution of the unsteady Euler equations, Aeronautical Journal, 98(978) 1994 283-291.

DOI: 10.1017/s0001924000026786

Google Scholar

[6] Z. J. Wang, and Y. Sun, A curvature based wall boundary condition for the Euler equations on unstructured grids, AIAA Paper 2002-0966.

DOI: 10.2514/6.2002-966

Google Scholar

[7] W. Sang, and F. Li, Numerical simulations for transport aircraft high-lift configurations using Cartesian grid methods, Journal of Aircraft, 43(4) 2006 1103-1111.

DOI: 10.2514/1.17886

Google Scholar