The Selection of the Difference Scheme in Numerical Simulation of Low-Rise Gable Roof Surface Pressure

Article Preview

Abstract:

Using the FLUENT software, this paper taking the wind load shape coefficient in 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 focused on the effect of four convective term difference schemes on the numerical simulation, such as First-Order Upwind, Second-Order Upwind, Power Law and Quadratic Upwind Interpolation for ConvectiveKinematics. It provided reasonable reference for selection of convective term difference format.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

344-347

Citation:

Online since:

June 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] 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

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

Google Scholar

[3] 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

[4] 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

[5] 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

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

Google Scholar

[7] 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

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

Google Scholar

[9] Wang C.H.,Wu,J.F.,X,Y.J.(2011). "Numerical simulation of wind load shape coefficient." J. Low temperature construction technology,Vol.33(5) (2011), pp.35-36.

Google Scholar

[10] GB50009—2012, 2012: Building structures load codes[S],Beijing. Chinese Architecture & Building Press, 2012.

Google Scholar