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    Numerical Experiments on Downstream Boundary of Flow Past Cylinder

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 004
    Author:
    T. E. Tezduyar
    ,
    R. Shih
    DOI: 10.1061/(ASCE)0733-9399(1991)117:4(854)
    Publisher: American Society of Civil Engineers
    Abstract: The influence of the location of the downstream boundary on unsteady incompressible flow solutions is investigated in a series of numerical experiments performed for flow past a circular cylinder at Reynolds number 100. The governing equations are the velocity‐pressure formulation of the Navier‐Stokes equations, and at the downstream boundary the traction‐free condition is imposed. Temporally periodic flow fields obtained by using computational domains with various lengths are compared. It is observed that as far as the near‐field solution, the Strouhal number, and the lift and drag coefficients are concerned, the downstream boundary can be placed as close as 14.5 diameters from the center of the cylinder with virtually no difference in the solution. Furthermore, only third‐digit variations in the Strouhal number and the lift and drag coefficients and very minor changes in the near‐field solution are observed when the downstream boundary is brought as close as 6.5 diameters from the center of the cylinder. Bringing the downstream boundary closer than this seems to result in more significant changes in the solution. In particular, if the distance is 2.6 diameters or closer, the solution becomes symmetric and steady.
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      Numerical Experiments on Downstream Boundary of Flow Past Cylinder

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/83472
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    contributor authorT. E. Tezduyar
    contributor authorR. Shih
    date accessioned2017-05-08T22:36:15Z
    date available2017-05-08T22:36:15Z
    date copyrightApril 1991
    date issued1991
    identifier other%28asce%290733-9399%281991%29117%3A4%28854%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83472
    description abstractThe influence of the location of the downstream boundary on unsteady incompressible flow solutions is investigated in a series of numerical experiments performed for flow past a circular cylinder at Reynolds number 100. The governing equations are the velocity‐pressure formulation of the Navier‐Stokes equations, and at the downstream boundary the traction‐free condition is imposed. Temporally periodic flow fields obtained by using computational domains with various lengths are compared. It is observed that as far as the near‐field solution, the Strouhal number, and the lift and drag coefficients are concerned, the downstream boundary can be placed as close as 14.5 diameters from the center of the cylinder with virtually no difference in the solution. Furthermore, only third‐digit variations in the Strouhal number and the lift and drag coefficients and very minor changes in the near‐field solution are observed when the downstream boundary is brought as close as 6.5 diameters from the center of the cylinder. Bringing the downstream boundary closer than this seems to result in more significant changes in the solution. In particular, if the distance is 2.6 diameters or closer, the solution becomes symmetric and steady.
    publisherAmerican Society of Civil Engineers
    titleNumerical Experiments on Downstream Boundary of Flow Past Cylinder
    typeJournal Paper
    journal volume117
    journal issue4
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1991)117:4(854)
    treeJournal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 004
    contenttypeFulltext
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