首页|强风下输电塔破坏分析与加固研究

强风下输电塔破坏分析与加固研究

扫码查看
为了提高服役输电塔抵抗极端荷载的能力,保障线路的安全稳定运行,结合输电塔的失效模式和破坏特点,提出了一种无损加固措施,通过加载试验和数值模拟验证了该加固措施的可行性。以220 kV典型输电塔为研究对象,运用多尺度分析手段,建立了加固前后输电塔精细有限元模型,模拟分析了输电塔动力特性,以及风荷载下输电塔的非线性响应和连续性倒塌模式,进而评估了无损加固措施对输电塔抗风性能的提升效果。结果表明,该加固措施能够有效降低输电塔风振响应和提高其抗风性能,临界倒塌风速由29。2 m/s提高至30。8 m/s,加固节间以及相邻节间的刚度得到了提升,且加固后节间内力分布更加均匀,该无损加固措施为提升服役输电塔抵抗极端荷载的能力提供参考。
Failure analysis and strengthening study of transmission tower under strong wind
To improve the capacity of service-aged transmission towers to withstand extreme loads and ensure the safe and stable operation of power lines,a non-destructive reinforcement measure is proposed,addressing the failure modes and characteristics of tower damage.The feasibility of the measure is verified through load-ing tests and numerical simulations.Focusing on a typical 220 kV transmission tower,multi-scale analysis methods are used to develop detailed finite element models before and after reinforcement.The dynamic prop-erties of the tower,its nonlinear response to wind loads,and potential progressive collapse modes are simula-ted and analyzed.The effectiveness of the non-destructive reinforcement in enhancing the tower's wind resist-ance is assessed.The results indicate that the reinforcement measure can effectively reduce the wind-induced vibration response and improve the tower's wind resistance performance,with the critical failure wind speed increased from 29.2 m/s to 30.8 m/s.The stiffness of the reinforced sections and adjacent sections is en-hanced,leading to a more uniform internal force distribution.This non-destructive reinforcement measure serves as a reference for improving the ability of service-aged transmission towers to resist extreme loads.

transmission towernon-destructive reinforcement measureswind loadcollapse processmulti-scale analysis

靳庆通、田利、刘俊才、孟祥瑞、王家威、刘晨

展开 >

山东大学土建与水利学院,济南 250061

输电塔 无损加固措施 风荷载 倒塌过程 多尺度分析

国家自然科学基金面上资助项目山东省杰出青年科学基金资助项目

52178489ZR2022JQ27

2024

东南大学学报(自然科学版)
东南大学

东南大学学报(自然科学版)

CSTPCD北大核心
影响因子:0.989
ISSN:1001-0505
年,卷(期):2024.54(5)