Computer vision-based recognition of rainwater rivulet morphology evolution during rain-wind-induced vibration of a 3D aeroelastic stay cable

被引:17
作者
Cheng, Peng [1 ,2 ]
Li, Wen-Jie [1 ,2 ]
Chen, Wen-Li [1 ,2 ]
Gao, Dong-Lai [1 ,2 ]
Xu, Yang [1 ,2 ]
Li, Hui [1 ,2 ]
机构
[1] Harbin Inst Technol, Minist Ind & Informat Technol, Key Lab Smart Prevent & Mitigat Civil Engn Disast, Harbin 150090, Heilongjiang, Peoples R China
[2] Harbin Inst Technol, Minist Educ, Key Lab Struct Dynam Behav & Control, Harbin 150090, Heilongjiang, Peoples R China
基金
中国国家自然科学基金;
关键词
Stay cable; Rain-wind-induced vibration; Rainwater rivulet; Computer vision; Image recognition; RESPONSE CHARACTERISTICS; NUMERICAL-SIMULATION; INCLINED CYLINDER; FIELD OBSERVATION; WATER RIVULETS; BRIDGES; FILM; MITIGATION; THICKNESS; SCHEME;
D O I
10.1016/j.jweia.2017.11.017
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this study, the morphology evolution of rainwater rivulets during the rain-wind-induced vibration (RWIV) of a three-dimensional (3D) aeroelastic stay cable model is identified using computer-vision technology. The formation and oscillation of rainwater rivulets on the cable surface are critical to the occurrence of the RWIV of the cable model. However, it is very difficult to obtain the water film and rainwater rivulets on the cable surface because no sensors can be installed on the cable surface. The computer vision technology can obtain information about the surface of an object. In this study, a wind tunnel test is performed to reproduce the RWIV along with rainwater rivulets and periodic oscillations along the cable circumference. To obtain the geometric and dynamic characteristics of the rainwater rivulets, a high-speed charge-coupled device (CCD) camera with a resolution of 1200 x 800 pixels and an acquisition frequency of 200 fps is employed to record the snapshots of the rivulet measurement regions. Then, an image recognition method based on comparison of color differences and least square fitting techniques is employed to identify the rainwater rivulet morphology evolution on the cable surface. The rivulet width, film endpoints, and rivulet distribution characteristics in the spanwise direction are obtained; the oscillation frequency is subsequently calculated according to the rivulet time evolutions. Finally, the relationship between the oscillating characteristics of the rivulet and cable vibration is investigated; this relationship may help reveal the possible mechanics of the RWIV of stay cables.
引用
收藏
页码:367 / 378
页数:12
相关论文
共 33 条
[1]   Turbulent wake of an inclined cylinder with water running [J].
Alam, MD. Mahbub ;
Zhou, Y. .
JOURNAL OF FLUID MECHANICS, 2007, 589 (261-303) :261-303
[2]   Numerical simulation and analysis of the effects of water-film morphological changes on the aerodynamic lift of stay cables [J].
Bi, J. H. ;
Lu, P. ;
Wang, J. ;
Bao, C. ;
Guan, J. .
JOURNAL OF FLUIDS AND STRUCTURES, 2014, 48 :376-392
[3]   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
[4]   Influence of Dynamic Properties and Position of Rivulet on Rain-Wind-Induced Vibration of Stay Cables [J].
Chen, Wen-Li ;
Tang, Shan-Ran ;
Li, Hui ;
Hu, Hui .
JOURNAL OF BRIDGE ENGINEERING, 2013, 18 (10) :1021-1031
[5]   Multi-scale simulation of rainwater morphology evolution on a cylinder subjected to wind [J].
Cheng, Peng ;
Li, Hui ;
Fuster, Daniel ;
Chen, Wenli ;
Zaleski, Stephane .
COMPUTERS & FLUIDS, 2015, 123 :112-121
[6]   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
[7]   Real-time line detection through an improved Hough transform voting scheme [J].
Fernandes, Leandro A. F. ;
Oliveira, Manuel M. .
PATTERN RECOGNITION, 2008, 41 (01) :299-314
[8]   RAIN-WIND INDUCED VIBRATION OF CABLES [J].
FLAMAND, O .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1995, 57 (2-3) :353-362
[9]   Wind-induced vibration and control of Trans-Tokyo Bay Crossing bridge [J].
Fujino, Y ;
Yoshida, Y .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2002, 128 (08) :1012-1025
[10]   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