Experimental investigation on spatial attitudes, dynamic characteristics and environmental conditions of rain–wind-induced vibration of stay cables with high-precision raining simulator

Rain–wind-induced vibrations (RWIVs) are one of the most important phenomena affecting the performance of stay cables. The phenomena of RWIVs of cable models were successfully reproduced using a high-precision raining simulator, which has refined control of rainfall intensity and simulation of raind...

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Bibliographic Details
Published inJournal of fluids and structures Vol. 76; pp. 60 - 83
Main Authors Ge, Yaojun, Chang, Ying, Xu, Linshan, Zhao, Lin
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 01.01.2018
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Summary:Rain–wind-induced vibrations (RWIVs) are one of the most important phenomena affecting the performance of stay cables. The phenomena of RWIVs of cable models were successfully reproduced using a high-precision raining simulator, which has refined control of rainfall intensity and simulation of raindrop size and distribution, through wind tunnel tests considering coupling effects of wind velocity and rain intensity. Some main parameters influencing RWIVs, such as cable inclined angle, wind yaw angle, vibration frequency, vibration damping ratio, wind speed and rainfall intensity, were investigated and compared with those obtained under traditional artificial wind–rain testing conditions. The worst combination of conditions for RWIVs could be determined as two unfavorable environmental states: low wind speeds (2.1∼6.2 m/s) coupled with high rainfall intensities (50∼80 mm/h), and high wind speeds (6.9∼10.7 m/s) coupled with low rainfall intensities (10∼40 mm/h). Finally, the mechanism of rivulet formation during RWIVs is discussed and some conclusions are given. •The phenomena of RWIVs were reproduced considering coupling effects of wind and rain.•Some main parameters were investigated and compared with previous studies.•The worst condition combination could be two unfavorable environmental states.
ISSN:0889-9746
1095-8622
DOI:10.1016/j.jfluidstructs.2017.09.006