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      KCI등재 SCIE SCOPUS

      Galloping analysis of stranded electricity conductors in skew winds

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      https://www.riss.kr/link?id=A105011949

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      다국어 초록 (Multilingual Abstract)

      When first commissioned, the 1.6 km span 275kV Severn Crossing Conductor experienced large amplitude vibrations in certain wind conditions, but without ice or rain, leading to flashover between the conductor phases. Wind tunnel tests undertaken at the...

      When first commissioned, the 1.6 km span 275kV Severn Crossing Conductor experienced large amplitude vibrations in certain wind conditions, but without ice or rain, leading to flashover between the conductor phases. Wind tunnel tests undertaken at the time identified a major factor was the lift generated in

      the critical Reynolds number range in skew winds. Despite this insight, and although a practical solution was found by wrapping the cable to change the aerodynamic profile, there remained some uncertainty as to the detailed excitation mechanism. Recent work to address the problem of dry inclined cable galloping on cablestayed bridges has led to a generalised quasi-steady galloping formulation, including effects of the 3D geometry and changes in the static force coefficients in the critical Reynolds number range. This generalised formulation has been applied to the case of the Severn Crossing Conductor, using data of the static drag and lift coefficients on a section of the stranded cable, from the original wind tunnel tests. Time history analysis has then been used to calculate the amplitudes of steady state vibrations for comparison with the full scale observations. Good agreement has been obtained between the analysis and the site observations, giving

      increased confidence in the applicability of the generalised galloping formulation and providing insight into the mechanism of galloping of yawed and stranded cables. Application to other cable geometries is also discussed.

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      참고문헌 (Reference)

      1 Simpson A, "Wind-induced vibration of overhead power transmission lines" Science Progress 285-308, 1983

      2 Macdonald, J. H. G, "Two-degree-of-freedom inclined cable galloping – Part 2: Analysis and prevention for arbitrary frequency ratio" 96 (96): 308-326, 2008

      3 Macdonald, J. H. G, "Two-degree-of-freedom inclined cable galloping – Part 1: General formulation and solution for perfectly tuned system" 96 (96): 291-307, 2008

      4 Symes, J. A, "The effects of small-scale wind turbulence on dry inclined cable galloping" Vol.1 183-190, 2007

      5 Sewell, P. and Taylor, N. P, "The aerodynamic effects of wind on stranded cables" University of Bristol 1961

      6 Gould, R. W. F, "Tests in the compressed-air tunnel on a large diameter stranded cable for the central electricity authority" National Physical Laboratory 1960

      7 Lilien, J. L, "Overhead line galloping. Field experience during one event in Belgium on last February 13th, 1997" 293-299, 1998

      8 Den Hartog,J.P, "Mechanical Vibrations" McGraw-Hill 1956

      9 ESDU, "Mean forces, pressures and flow field velocities for circular cylindrical structures: Single cylinder with two-dimensional flow"

      10 Mathworks Inc, "MATLAB 7.1"

      1 Simpson A, "Wind-induced vibration of overhead power transmission lines" Science Progress 285-308, 1983

      2 Macdonald, J. H. G, "Two-degree-of-freedom inclined cable galloping – Part 2: Analysis and prevention for arbitrary frequency ratio" 96 (96): 308-326, 2008

      3 Macdonald, J. H. G, "Two-degree-of-freedom inclined cable galloping – Part 1: General formulation and solution for perfectly tuned system" 96 (96): 291-307, 2008

      4 Symes, J. A, "The effects of small-scale wind turbulence on dry inclined cable galloping" Vol.1 183-190, 2007

      5 Sewell, P. and Taylor, N. P, "The aerodynamic effects of wind on stranded cables" University of Bristol 1961

      6 Gould, R. W. F, "Tests in the compressed-air tunnel on a large diameter stranded cable for the central electricity authority" National Physical Laboratory 1960

      7 Lilien, J. L, "Overhead line galloping. Field experience during one event in Belgium on last February 13th, 1997" 293-299, 1998

      8 Den Hartog,J.P, "Mechanical Vibrations" McGraw-Hill 1956

      9 ESDU, "Mean forces, pressures and flow field velocities for circular cylindrical structures: Single cylinder with two-dimensional flow"

      10 Mathworks Inc, "MATLAB 7.1"

      11 Counihan,J, "Lift and drag measurements on stranded cables" Imperial College of Science and Technology, Aeronautics Department 1963

      12 Davis, D. A, "Investigation of conductor oscillation on the 275kV crossing over the Rivers Severn and Wye" 110 (110): 205-219, 1963

      13 Van Dyke, P, "Galloping of a single conductor covered with a D-section on a highvoltage overhead test line" 96 (96): 1141-1151, 2008

      14 Nebres, J, "Flow about yawed, stranded cables" 49-58, 1993

      15 Nebres, J. V, "Flow about cylinders with helical surface protrusions" 30th Aerospace Sciences Meeting & Exhibit 1992

      16 Poulin, S, "Drag loading of circular cylinders inclined in the along-wind direction" 95 (95): 1350-1363, 2007

      17 Jones,K.F, "Coupled vertical and horizontal galloping" 118 (118): 92-107, 1992

      18 Symes, J. A, "Comparison of quasi-steady “dry-galloping” analysis of inclined cables using two sets of wind tunnel data" Symp. Mechanics of Slender Structures 28-29, 2006

      19 Irvine,H.M, "Cable Structures" MIT Press 1981

      20 Luigi Carassale, "Aeroelastic forces on yawed circular cylinders: quasi-steady modeling and aerodynamic instability" 한국풍공학회 8 (8): 373-388, 2005

      21 Richards,D.J.W, "Aerodynamic properties of the severn crossing conductor" National Physical Laboratory 688-765, 1963

      22 Simpson,A, "Aerodynamic instability of long-span transmission lines" 315-324, 1965

      23 Macdonald, J. H. G, "A unified approach to aerodynamic damping and drag/lift instabilities, and its application to dry inclined cable galloping" 22 (22): 229-252, 2006

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      2004-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2003-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
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      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.9 0.45 0.69
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.62 0.58 0.301 0.15
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