The Influence of Ice Accretion Thickness on the Aerodynamic Behaviour of Stay Cables of Bridges

被引:0
|
作者
D'Auteuil, Annick [1 ]
McTavish, Sean [1 ]
Raeesi, Arash [1 ]
Szilder, Krzysztof [1 ]
机构
[1] Natl Res Council Canada, Ottawa, ON, Canada
关键词
Ice accretion; Aerodynamics; Stay cables; Bridges;
D O I
10.1007/978-3-031-47152-0_13
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Several cable-stayed bridges in the world are exposed to freezing rain conditions. Ice that accretes at the surface of the stay cable modifies the circular cross-section of the cable sheath. Storms resulting in a few millimeters of ice accretion occur more frequently, but thick ice accretion on the order of 60 mm of precipitation can be associated with freezing rain events in Eastern Canada with a return period of 50 years. Both cases could affect the aerodynamics of the stay cables and could lead to potential cable instability. A wind tunnel study was carried out to investigate the influence of ice accretion thickness on the aerodynamic behaviour of stay cables. Two freezing rain precipitation levels were investigated: 2.5 and 60 mm. Four stay cable models were fabricated in SLS: a baseline cable model without ice, cable models with ice accretion corresponding to 2.5 mm and 60 mm of freezing rain at -1.5 degrees C ambient temperature and a fourth cable model with 60 mm of freezing rain at -5 degrees C ambient temperature. The ice accretion shapes were generated based on the National Research Council Canada (NRC) morphogenetic numerical simulation model of ice accretion on stay cables. Aerodynamic forces acting on the static models were measured for different wind speeds, cable-wind angles and cable axial rotation angles, for Reynolds numbers (Re) up to 5 x 10(5). The wind-tunnel test was done in smooth flow and in turbulent flow. The results indicated that the drag coefficient increased in magnitude with the ice thickness from 0.75 to 1.2 at high Re but the highest drag coefficient value of 1.38 that was observed in the study occurred at Re of 0.5 x 10(5) for the cable with thick ice accretion. The aerodynamic response of cables with thick ice was largely dictated by the shape of the ice and the cable-wind angle but a limited effect of the wind turbulence was also observed. Exposing the cable without ice to wind turbulence or adding thin ice accretion had a similar impact with a shift of the drag crisis to lower Re. Large negative values associated with the variation of the lift coefficient with the cable axial rotation angle suggest that cables with thin and thick ice accretion may show the potential for cable instability.
引用
收藏
页码:145 / 155
页数:11
相关论文
共 50 条
  • [11] Aerodynamic Instability of Stay Cables with Lighting Fixtures
    Zhouquan Deng
    Haojun Tang
    Bo Hu
    Yongle Li
    KSCE Journal of Civil Engineering, 2021, 25 : 2508 - 2521
  • [12] Aerodynamic Instability of Stay Cables with Lighting Fixtures
    Deng, Zhouquan
    Tang, Haojun
    Hu, Bo
    Li, Yongle
    KSCE JOURNAL OF CIVIL ENGINEERING, 2021, 25 (07) : 2508 - 2521
  • [13] Aerodynamic Simulation of Runback Ice Accretion
    Broeren, Andy P.
    Whalen, Edward A.
    Busch, Greg T.
    Bragg, Michael B.
    JOURNAL OF AIRCRAFT, 2010, 47 (03): : 924 - 939
  • [15] Carbon Fibre Composites as Stay Cables for Bridges
    Johannes Fritz Noisternig
    Applied Composite Materials, 2000, 7 : 139 - 150
  • [16] Carbon fibre composites as stay cables for bridges
    Noisternig, JF
    APPLIED COMPOSITE MATERIALS, 2000, 7 (2-3) : 139 - 150
  • [17] Effect of cable surface characteristics and flow turbulence on the aerodynamic behaviour of stay cables in dry conditions
    McTavish, Sean
    D'Auteuil, Annick
    Raeesi, Arash
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2020, 207
  • [18] Effects of ice accretion on the aerodynamics of bridge cables
    Demartino, C.
    Koss, H. H.
    Georgakis, C. T.
    Ricciardelli, F.
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2015, 138 : 98 - 119
  • [19] INFLUENCE OF CONSTRUCTION METHOD ON THE BEHAVIOUR OF SUSPENSION BRIDGES WITH MAIN RIGID CABLES
    Grigorjeva, Tatjana
    Juozapaitis, Algirdas
    Kamaitis, Zenonas
    MODERN BUILDING MATERIALS, STRUCTURES AND TECHNIQUES, 10TH INTERNATIONAL CONFERENCE 2010, VOL II, 2010, : 628 - 634
  • [20] Ice accretion and shedding on overhead line cables
    Druez, J
    McComber, P
    PROCEEDINGS OF THE SEVENTH (1997) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL II, 1997, 1997, : 647 - 655