Predicting distribution of aeolian vibration amplitude of undamped overhead transmission lines

被引:1
|
作者
Yang S. [1 ]
Chouinard L. [1 ]
Langlois S. [2 ]
Van Dyke P. [3 ]
Paradis J. [3 ]
机构
[1] Department of Civil Engineering, McGill University, Macdonald Engineering Building, 817 Sherbrooke St W, Room 398, Montreal, H3A 0C3, QC
[2] Department of Civil and Building Engineering, Université de Sherbrooke, Sherbrooke
[3] Institut de recherche d'Hydro-Québec (IREQ), Varennes
基金
加拿大自然科学与工程研究理事会;
关键词
Aeolian vibration; Damage accumulation; Overhead conductor; Residual life; Vibration profile;
D O I
10.1016/j.jweia.2024.105779
中图分类号
学科分类号
摘要
The most widely accepted estimation procedure of the severity of aeolian vibration is by calculating the maximum oscillation amplitudes of the conductor using Energy Balance Principle (EBP). However, the EBP is based on wind tunnel results where only one frequency is excited, while observations and experimental results show that multiple resonant modes are excited simultaneously. Furthermore, the required number of cycles of each amplitude level is not provided by current EBP-based methods. In this paper, vibration data from an experimental undamped ACSR Bersfort test line in Quebec, Canada, is recorded and analyzed. For each record of aeolian vibrations, amplitudes are fitted to a Rayleigh distribution based on the narrow-band assumption. The number of cycles and Rayleigh parameter are then related to wind conditions through a modified Strouhal frequency and EBP methodology. A statistical model is proposed to relate vibration profiles and wind input while considering wind turbulence intensity. The proposed method performs well and gives accurate estimates of both vibration amplitudes and number of cycles for ACSR Bersfort conductor. Physical and statistical theory is provided for each step of the method in order to extend the application of the method to other types of conductors or different line configurations. © 2024 Elsevier Ltd
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