Experimental Investigation on High-Mode Vortex-Induced Vibration of a Flexible Stay Cable in Smooth FlowSource: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 008::page 04022068DOI: 10.1061/(ASCE)BE.1943-5592.0001909Publisher: ASCE
Abstract: With the increase in the main spans of cable-stayed bridges, the wind-induced vibration, especially the high-mode vortex-induced vibration (VIV) of the long stay cables has become a concern for many researchers. In this study, to investigate the high-mode VIVs of stay cables via wind tunnel tests, the mode order amplification factor (MOAF) of the stay cable was proposed to design the flexible stay cable model with a relatively large-scale ratio (λRe) of the Reynolds number (Re). Furthermore, the wind-induced vibration characteristics of the flexible stay cable model with a smooth surface for wind yaw angle (β) of 0° were investigated. In addition, the β effects on the wind-induced vibration characteristics of the stay cable were studied. Finally, double-helical fillets were applied to suppress the high-mode VIV responses of the flexible stay cable model for different β. The results showed that the flexible stay cable model that was designed by the proposed method of MOAF satisfied the similarity of the prototype stay cable and the damping ratios (ξ) of the first several modes of the flexible stay cable model were from approximately 0.021% to 0.064%. The stay cable exhibited five in-plane VIVs in the test wind velocity (V) range for β = 0°. Furthermore, the maximum amplitude of the displacement of the in-plane VIV of the flexible stay cable model decreased with the increase in the VIV mode order. The significant in-plane VIV responses of the stay cable were observed for β of 15°, 30°, −15°, −30°, and −45°, respectively, and the in-plane vibration acceleration responses were significantly larger than the out-of-plane vibration acceleration responses of the flexible stay cable model. The VIV responses of the stay cable could be effectively suppressed through the double-helical fillets with a diameter (d) of d = 0.10 D (where D = diameter of the stay cable) and pitch (P) of P = 12 D.
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contributor author | Zhiwen Liu | |
contributor author | Shuqiong Li | |
contributor author | Lianghua Wang | |
contributor author | Banfu Yan | |
contributor author | Ruilin Zhang | |
contributor author | Zhengqing Chen | |
date accessioned | 2022-08-18T12:30:08Z | |
date available | 2022-08-18T12:30:08Z | |
date issued | 2022/06/15 | |
identifier other | %28ASCE%29BE.1943-5592.0001909.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4286720 | |
description abstract | With the increase in the main spans of cable-stayed bridges, the wind-induced vibration, especially the high-mode vortex-induced vibration (VIV) of the long stay cables has become a concern for many researchers. In this study, to investigate the high-mode VIVs of stay cables via wind tunnel tests, the mode order amplification factor (MOAF) of the stay cable was proposed to design the flexible stay cable model with a relatively large-scale ratio (λRe) of the Reynolds number (Re). Furthermore, the wind-induced vibration characteristics of the flexible stay cable model with a smooth surface for wind yaw angle (β) of 0° were investigated. In addition, the β effects on the wind-induced vibration characteristics of the stay cable were studied. Finally, double-helical fillets were applied to suppress the high-mode VIV responses of the flexible stay cable model for different β. The results showed that the flexible stay cable model that was designed by the proposed method of MOAF satisfied the similarity of the prototype stay cable and the damping ratios (ξ) of the first several modes of the flexible stay cable model were from approximately 0.021% to 0.064%. The stay cable exhibited five in-plane VIVs in the test wind velocity (V) range for β = 0°. Furthermore, the maximum amplitude of the displacement of the in-plane VIV of the flexible stay cable model decreased with the increase in the VIV mode order. The significant in-plane VIV responses of the stay cable were observed for β of 15°, 30°, −15°, −30°, and −45°, respectively, and the in-plane vibration acceleration responses were significantly larger than the out-of-plane vibration acceleration responses of the flexible stay cable model. The VIV responses of the stay cable could be effectively suppressed through the double-helical fillets with a diameter (d) of d = 0.10 D (where D = diameter of the stay cable) and pitch (P) of P = 12 D. | |
publisher | ASCE | |
title | Experimental Investigation on High-Mode Vortex-Induced Vibration of a Flexible Stay Cable in Smooth Flow | |
type | Journal Article | |
journal volume | 27 | |
journal issue | 8 | |
journal title | Journal of Bridge Engineering | |
identifier doi | 10.1061/(ASCE)BE.1943-5592.0001909 | |
journal fristpage | 04022068 | |
journal lastpage | 04022068-16 | |
page | 16 | |
tree | Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 008 | |
contenttype | Fulltext |