Galloping Performance of Transmission Line System Aeroelastic Model with Rime Through Wind-Tunnel Tests
This study presents an experimental investigation for the galloping performance of the transmission line system with rime under wind excitation. A full aeroelastic model wind-tunnel test is conducted to investigate the dynamic response of a two-bundled transmission line system with rime under different conditions. The time histories of the displacement of the conductor and the acceleration of the tower are measured in detail to analyze the characteristic of the wind-induced response. A comprehensive parametric experiment is performed to explore the effects of wind speed, wind direction, the number of conductor spans and the coupling between the conductor and the tower on the galloping performance of the transmission line system with rime. The results showed that the wind speed, wind direction and the number of conductor spans have significant influence on the galloping performance of conductor. The zero-degree wind direction is the most dangerous direction for the conductor. The multi-span conductor has different galloping initiation wind speed and vibration characteristics compared to the single-span conductor. The coupling effect between the conductor and the tower has trivial influence on the response of tower. This study uses 3D-printing models to simulate the aerodynamic shape of ice-covered wires with different thicknesses for wind-tunnel tests and obtains the influence of a series of parameters on the galloping vibration of transmission tower line systems.
Authors
- Mingguan Zhao
- Chun Guang Li (ORCID: https://orcid.org/0000-0002-7789-2209)
- Meng Li (ORCID: https://orcid.org/0000-0002-5896-8423)
- Yuanhao Wan
- Shenglong Li (ORCID: https://orcid.org/0000-0002-6296-5196)
- Yang Hai (ORCID: https://orcid.org/0000-0003-2143-4636)
Institutions
- Inner Mongolia Electric Power (China) (CN)
- Changsha University of Science and Technology (CN)
Publication Details
- Journal
- Energies
- Published
- 2025-02-28
- DOI
- https://doi.org/10.3390/en18051203
- Citations
- 2
- Primary Topic
- Vibration and Dynamic Analysis
- Type
- article
- Field-Weighted Citation Impact
- 2.43
Funders
- National Natural Science Foundation of China