基于能量平衡法的输电线路防风振效果有限元仿真分析

Jianli Zhao, Yilin Wang, Bo Yang, Lei Wang
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摘要

随着电力建设的加快,输电线路所采用的跨度增大,其在微风作用下的振动更为严重,这就对输电线路的防风振设计提出了更高的要求。为了解决目前能量平衡法难以满足高压工程建设需要的问题。本文从能量平衡法的三个关键功率:风能输入功率、输电线路自阻尼功率和减振器消耗功率出发,对传统的风成振动分析方法进行改进,采用修正后的输电线路减振器系统振动方程,选择FR3减振器作为计算模型案例。通过数值模拟计算了200~800m不同跨度范围内有无阻尼器的动弯曲应变。结果表明,安装FR-3阻尼器对不同跨度的输电线路具有良好的防风振效果。振动的最大飞行频率为15Hz~30Hz,最大动态弯曲应变为20με,仿真结果可指导抗振锤在风振线上的实际应用。
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Finite Element Simulation Analysis of Transmission Line Aeolian Vibration Prevention Effect Based on Energy Balance Method
With the acceleration of power construction, the span adopted by transmission lines has increased, and its vibration under the action of breeze is more serious, which puts forward higher requirements for the design of aeolian vibration prevention of transmission lines. In order to solve the problem that the current energy balance method is difficult to meet the needs of high-voltage engineering construction. Starting with the three key powers of energy balance method: wind energy input power, self damping power of transmission line and power consumed by vibration damper, this paper improves the traditional aeolian vibration analysis method, and uses the modified vibration equation of transmission line vibration damper system to select FR3 vibration damper as the calculation model case. The dynamic bending strain with or without damper in different span ranges of 200~800m is calculated by numerical simulation. The results show that the installation of FR-3 damper has a good effect on preventing aeolian vibration of transmission lines with different spans. The maximum flying frequency of vibration is 15Hz~30Hz, and the maximum dynamic bending strain is 20με, The simulation results can guide the practical application of anti vibration hammer in aeolian vibration line.
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