Issue |
EPJ Web Conf.
Volume 143, 2017
EFM16 – Experimental Fluid Mechanics 2016
|
|
---|---|---|
Article Number | 02028 | |
Number of page(s) | 6 | |
Section | Contributions | |
DOI | https://doi.org/10.1051/epjconf/201714302028 | |
Published online | 12 May 2017 |
https://doi.org/10.1051/epjconf/201714302028
Air flow around suspended cables
Faculty of Civil, Environmental Engineering and Architecture, Department of Building Construction, University of Science and Technology in Bydgoszcz, ul. Prof. S. Kaliskiego 7, 85-796 Bydgoszcz, Poland
* Corresponding author: macdut@utp.edu.pl
Published online: 12 May 2017
The impact of wind on construction structures is essential issue in design and operation. In particular, the wind can cause the dengerous vibrations of slender structures with low rigidity, eg. vibrations of cables of suspension and cable-stayed bridges or high voltage transmision lines, thus understanding of wind flow around such constructions is significant. In the paper the results of the analysis of wind flow around the cables for different Reynolds number is presented. The analysed flow meets the Navier-Stokes and continuity equations. The circle and elipse section of the cable is analysed. The discusion of vorticity, drag and lift coefficients and cases due to different angle of wind flow action is presented. The boundary layer and its infuence on total flow is analysed.
© The Authors, published by EDP Sciences, 2017
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