Influence of Dynamic Properties and Position of Rivulet on Rain-Wind-Induced Vibration of Stay Cables

被引:21
作者
Chen, Wen-Li [1 ,2 ]
Tang, Shan-Ran [1 ]
Li, Hui [1 ]
Hu, Hui [2 ]
机构
[1] Harbin Inst Technol, Sch Civil Engn, Harbin 150090, Peoples R China
[2] Iowa State Univ, Dept Aerosp Engn, Ames, IA 50011 USA
关键词
Cable-stayed bridges; Vibration; Computational fluid dynamics technique; Wind loads; Stay cable; Upper rivulet; Rain-wind-induced vibration; Ultrasonic transmission thickness measurement system; Computational fluid dynamics; BRIDGES; MODEL; FLOW;
D O I
10.1061/(ASCE)BE.1943-5592.0000443
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper combines an experimental study and computational fluid dynamics (CFD) simulations to investigate the influence of dynamic properties and position of upper rivulet on rain-wind-induced vibration (RWIV) of stay cables. The reproduction of the RWIV of a stay cable model is first performed based on artificial rainfall wind tunnel tests with an ultrasonic transmission thickness measurement system, which can obtain the characteristics of rivulets on the surface of the stay cable model. On the basis of the test results, CFD simulations are then used to study the aerodynamic influence of an upper rivulet using two different CFD models: a vibrating cable model with a moving upper rivulet and a vibrating cable model with a fixed upper rivulet. CFD simulations suggest that the existence of the upper rivulet do not sufficiently to excite RWIV. It is confirmed that, when an upper rivulet oscillates in a specific range at the same frequency of a cable, it can significantly vary the aerodynamic force acting on the cable with the same frequency of the cable and the aerodynamic resonant excitation will lead to the occurrence of RWIV.
引用
收藏
页码:1021 / 1031
页数:11
相关论文
共 31 条
[1]   Wind- and rain-induced oscillations of cables of stayed bridges [J].
Bosdogianni, A ;
Olivari, D .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1996, 64 (2-3) :171-185
[2]   Rain-wind induced vibration of inclined stay cables. Part I: Experimental investigation and physical explanation [J].
Cosentino, N ;
Flamand, O ;
Ceccoli, C .
WIND AND STRUCTURES, 2003, 6 (06) :471-484
[3]  
Elmiligui A., 2004, P 22 APPL AER C EXH
[4]   RAIN-WIND INDUCED VIBRATION OF CABLES [J].
FLAMAND, O .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1995, 57 (2-3) :353-362
[5]  
Gu M, 2008, J FLUID STRUCT, V24, P200, DOI [10.1016/j.jfluidstructs.2007.08.001, 10.1016/jjfluidstructs.2007.08.001]
[6]   Experimental investigation of rain-wind-induced vibration of cables in cable-stayed bridges and its mitigation [J].
Gu, M ;
Du, XQ .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2005, 93 (01) :79-95
[7]  
Gu M., 2001, Journal of Wind Engineering, P125
[8]   RAIN-WIND INDUCED VIBRATIONS OF CABLES IN CABLE STAYED BRIDGES [J].
HIKAMI, Y ;
SHIRAISHI, N .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1988, 29 (1-3) :409-418
[9]   Experimental study on flow characteristics of a vertically falling film flow of liquid metal NaK in a transverse magnetic field [J].
Li, FC ;
Serizawa, A .
FUSION ENGINEERING AND DESIGN, 2004, 70 (02) :185-199
[10]   An ultrasonic transmission thickness measurement system for study of water rivulets characteristics of stay cables suffering from wind-rain-induced vibration [J].
Li, Feng-Chen ;
Chen, Wen-Li ;
Li, Hui ;
Zhang, Rui .
SENSORS AND ACTUATORS A-PHYSICAL, 2010, 159 (01) :12-23