Influence of wind speed, stay cable inclination angle and wind yaw angle on formation of rivulets

Jihong Bi , Ji Wu , Jian Guan , Jian Wang

Transactions of Tianjin University ›› 2016, Vol. 22 ›› Issue (6) : 508 -515.

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Transactions of Tianjin University ›› 2016, Vol. 22 ›› Issue (6) : 508 -515. DOI: 10.1007/s12209-016-2800-1
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Influence of wind speed, stay cable inclination angle and wind yaw angle on formation of rivulets

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Abstract

Combining lubrication theory and CFD technology, a finite element model is established to simulate the rain-wind-induced vibration (RWIV). Based on Spalart-Allmaras(S-A)turbulence type, COMSOL software is adopted to calculate the wind pressure coefficient and wind friction coefficient that vary with the location and time. To verify the veracity and rationality of this method, the formation and evolution of rivulets at different wind speeds are studied and compared with the existing experimental results. Furthermore, the time, location, height and width of the initial formation of rivulets are analyzed at different wind speeds, cable inclination angles and wind yaw angles. The results show that the three influencing factors mentioned above have great effect on the formation of rivulet, and the influencing tendency, range and degree are different from each other.

Keywords

rain-wind-induced vibration / rivulet / wind speed / wind yaw angle / cable inclination angle

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Jihong Bi, Ji Wu, Jian Guan, Jian Wang. Influence of wind speed, stay cable inclination angle and wind yaw angle on formation of rivulets. Transactions of Tianjin University, 2016, 22(6): 508-515 DOI:10.1007/s12209-016-2800-1

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References

[1]

Hikami Y, Shiraishi N. Rain-wind-induced vibrations of cables in cable stayed bridges[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1988, 29(1-3): 409-418.

[2]

Gu M, Du X Q. Experimental investigation of rain-windinduced vibration of cables in cable-stayed bridges and its mitigation[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2005, 93(1): 79-95.

[3]

Li S Y, Gu M, Chen Z Q. An analytical model of rainwind-induced vibration of three-dimensional continuous stay cable with actual moving rivulet[J]. Journal of Hunan University(Natural Sciences), 2009, 36(2): 1-7.

[4]

Xu L S, Zhao L, Ge Y J. Numerical analysis and real-time measurement of water-film on rain-wind induced vibration cable[J]. Acta Aerodynamica Sinica, 2011, 29(1): 91-96.

[5]

de Langre E, Lemaitre C, Alam M, et al. Rainwater rivulets on a cable subject to wind[J]. C R Acad Sci II b Mec, 2006, 334(3): 158-163.

[6]

Lemaitre C, Hémon P, de Langre E. Thin water film around a cable subject to wind[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2007, 95(9-11): 1259-1271.

[7]

Lemaitre C, de Langre E, Hémon P. Rainwater rivulets running on a stay cable subject to wind[J]. European Journal of Mechanics-B/Fluids, 2010, 29(4): 251-258.

[8]

Li F C, Chen W L, Li H, et al. An ultrasonic transmission height measurement system for study of water rivulets characteristics of stay cables suffering from wind-raininduced vibration[J]. Sensors and Actuators A: Physical, 2010, 159(1): 12-23.

[9]

Tang S R, Chen W L, Li H. Investigation on rain-windinduced vibration of stay cables based on numerical simulations[J]. Engineering Mechanics, 2012, 29(3): 124-132.

[10]

Bi J H, Wang J, Shao Q, et al. 2D numerical analysis on evolution of water film and cable vibration response subject to wind and rain[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2013, 121: 49-59.

[11]

Bi J H, Lu P, Wang J, et al. Numerical simulation and analysis of the effects of water film morphological changes on the aerodynamic lift of stay cables[J]. Journal of Fluids and Solid, 2014, 48: 376-392.

[12]

Peng C, Li H, Daniel Fuster. Multi-scale simulation of rain water morphology evolution on a cylinder subjected to wind[J]. Computers and Fluids, 2015, 123: 112-121.

[13]

Bi J H, Wang J, Lu P, et al. Variation of water film morphology and aerodynamic force of stay cable[J]. Journal of Tianjin University(Science and Technology), 2014, 47(4): 1-12.

[14]

Chen W L. Experimental Investigation and Numerical Simulation of Rain-Wind-Induced Vibration of Stay Cables[D], 2009, Harbin, China: School of Civil Engineering, Harbin Institute of Technology.

[15]

Li H, Chen W L, Xu F. A numerical and experimental hybrid approach for the investigation of aerodynamic forces on stay cables suffering from rain-wind induced vibration[J]. Journal of Fluids and Structures, 2010, 26(7/8): 1195-1215.

[16]

Ministry of Transport of the People's Republic of China. JTJ 027–96 Design Specifications of Highway Cable Stayed Bridge(on trial)[S]. 1996, Beijing, China: China Communications Press.

[17]

Bi J H, Wang J, Lu P, et al. Formation of rivulets on cable surface under different wind speed[J]. Journal of Tianjin University(Science and Technology), 2014, 47(7): 577-582.

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