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    Low-Frequency Variations of Force Coefficients on Square Cylinders with Sharp and Rounded Corners

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 007
    Author:
    Andrea Mola
    ,
    Giancarlo Bordonaro
    ,
    Muhammad R. Hajj
    DOI: 10.1061/(ASCE)ST.1943-541X.0000034
    Publisher: American Society of Civil Engineers
    Abstract: Square lighting poles with sharp or round corners have been observed to exhibit large amplitude oscillations with a frequency that is near that of their first mode. This frequency is one order of magnitude lower than that of the vortex shedding frequency for the observed wind speeds. As such, lock-in resonance between the vortex shedding and the poles motions has been ruled out as the cause of these oscillations. In this work, numerical simulations of flows over square cylinders with different aspect ratios and cross-sectional shapes have been carried out to explore and quantify low-frequency variations of the aerodynamic forces and their sources. The results show that low-frequency components are a basic aspect of the flow over finite length cylinders and are associated with the three-dimensional flow characteristics near the free end of the cylinder. This aspect is related to the loss of synchronization of the vortex shedding which, in turn, results in variations of the mean drag coefficient along the cylinder. This ability to numerically simulate the flow over a lighting pole and detailed results, as presented here, could be used to overcome wind tunnel test limitations imposed by the size of the test section and blockage ratio, and of meeting geometric similarity requirements for high aspect ratio configurations. Consequently, results from such simulations could play an important role in improving code specifications which, to date, have been based on wind tunnel simulations.
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      Low-Frequency Variations of Force Coefficients on Square Cylinders with Sharp and Rounded Corners

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    https://yetl.yabesh.ir/yetl1/handle/yetl/67918
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    contributor authorAndrea Mola
    contributor authorGiancarlo Bordonaro
    contributor authorMuhammad R. Hajj
    date accessioned2017-05-08T21:58:49Z
    date available2017-05-08T21:58:49Z
    date copyrightJuly 2009
    date issued2009
    identifier other%28asce%29st%2E1943-541x%2E0000075.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67918
    description abstractSquare lighting poles with sharp or round corners have been observed to exhibit large amplitude oscillations with a frequency that is near that of their first mode. This frequency is one order of magnitude lower than that of the vortex shedding frequency for the observed wind speeds. As such, lock-in resonance between the vortex shedding and the poles motions has been ruled out as the cause of these oscillations. In this work, numerical simulations of flows over square cylinders with different aspect ratios and cross-sectional shapes have been carried out to explore and quantify low-frequency variations of the aerodynamic forces and their sources. The results show that low-frequency components are a basic aspect of the flow over finite length cylinders and are associated with the three-dimensional flow characteristics near the free end of the cylinder. This aspect is related to the loss of synchronization of the vortex shedding which, in turn, results in variations of the mean drag coefficient along the cylinder. This ability to numerically simulate the flow over a lighting pole and detailed results, as presented here, could be used to overcome wind tunnel test limitations imposed by the size of the test section and blockage ratio, and of meeting geometric similarity requirements for high aspect ratio configurations. Consequently, results from such simulations could play an important role in improving code specifications which, to date, have been based on wind tunnel simulations.
    publisherAmerican Society of Civil Engineers
    titleLow-Frequency Variations of Force Coefficients on Square Cylinders with Sharp and Rounded Corners
    typeJournal Paper
    journal volume135
    journal issue7
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0000034
    treeJournal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 007
    contenttypeFulltext
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