The Turbulent Flow Model Selection for Numerical Wind Tunnel Simulation of the Low Layer Double Slope Roof

Article Preview

Abstract:

Using the FLUENT software, this paper taking the current code for the design of building structures as the comparison standard, have numerical wind tunnel simulation of the wind the surface wind pressure on low layer double slope roof. It focuses on the analysis of the effects of turbulence model selection on the numerical simulation results, such as Spalart-Allmaras、Standard k −ε、RNG k −ε、Realizable k −ε、Standard k −ω、SST k −ω and RSM, to provide a basis for the reasonable selection of turbulence models.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

4892-4895

Citation:

Online since:

October 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Chen S.F., Lv,S.l.. The numerical wind loads study of low layer double slope roof —analysis of the influence of slope angle and high aspect ratio [J]. Journal of Zhejiang University (Engineering and Technology Edition ),Vol.40(10)(2006), p.1738~ 1742.

Google Scholar

[2] GB50009—2001, 2006: Building structures load codes[S],Beijing. Chinese Architecture & Building Press, 2006.

Google Scholar

[3] Huang, B.C., Wang, C.J.. The theory of structural wind-resistant analysis and Applications ( Second Edition ) [ M]. Shanghai: Tongji University press, 2008.

Google Scholar

[4] Sun, X.Y., Wu, Y., Shen, S.Z.(2006). The mean wind pressure distribution characteristics numerical simulation in saddle roof" J. Engineering mechanics, Vol.23(10) (2006), pp.7-14.

Google Scholar

[5] Wang, F.J., Computational fluid dynamics analysis of CFD software theory and application [M]. Beijing: Tsinghua University press, 2004.

Google Scholar

[6] Wang, H., Chen, S.F., Tang, J.C.. The simulation and analysis of the low building wind pressure distribution [J]. computational mechanics, Vol.21(3)(2004) , p.272~ 276.

Google Scholar

[7] Yang, W., Gu, M.(2003)."The tall building 3-dimensional unsteady wind field numerical simulation"J.Journal of Tongji University ( NATURAL SCIENCE EDITION ), Vol.31(6) (2003) , pp.647-651.

Google Scholar

[8] Zhang X.T.. Structural wind engineering [M]. Beijing: China Building Industry Press, 2006.

Google Scholar

[9] Zhou,H..FLUENT entire battle strategy[M].Http: / / www.baisi.net / forum-42-1.html.2009.

Google Scholar