Cascading Failure Analysis of Transmission Tower–Line System Under Strong Wind
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摘要:
为分析强风作用下输电塔线体系连续性倒塌的过程，将已发生破坏的输电塔作为薄弱塔，采用等效位移的方式考虑薄弱塔倒塌对挂线点空间位置的影响，计算相邻输电塔（目标塔）在薄弱塔多组倒塌特征变量组合工况下的响应和破坏特征，确定对目标塔具有最大影响的薄弱塔倒塌特征变量. 结果表明：在发生连续性倒塌时，目标塔的破坏包括近薄弱塔侧的塔身破坏和塔头破坏2种形式；目标塔近薄弱塔侧背风面主材应力比最高，斜材应力比一直较低；塔身下部斜材失稳与主材应力的持续增大是目标塔整体倒塌的最直接原因；薄弱塔的倒塌过程持续时间是目标塔是否破坏的主要控制变量.
Abstract:In order to analyze the cascading failure of the transmission tower–line system under strong wind, this paper took the collapsed transmission tower as the weak tower and used equivalent displacement to consider the influence of weak tower collapse on the spatial location of suspension points. The responses and failure characteristics of the adjacent transmission tower (target tower) under multiple combined groups of the weak tower collapse parameters were calculated, and the weak tower collapse parameters with the greatest influence on the target tower were determined. The results show that when cascading failure happens, the failure of the target tower includes two types, the failure of the tower body near the weak tower and the failure of the tower head. The main bracing on the leeward side of the weak tower has the highest stress ratio. The stress ratios of diagonal bracings are always low. The most direct causes of the overall collapse of the target tower are the instability of diagonal bracings at the lower part of the target tower and the continuous increase in stress of the main bracing. The duration of the weak tower collapse is the main control variable for the failure of the target tower.
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图 7目标塔主材B应力与绝缘子轴力
Figure 7.Stress of main bracing B of target tower and axial force of insulator
图 8目标塔斜材应力与绝缘子轴力
Figure 8.Stress of diagonal bracings of target tower and axial force of insulator
图 9目标塔塔身破坏过程关键变量的时程图
Figure 9.Time-history of key variables in failure process of target tower body
图 12薄弱塔破坏触地工况下的目标塔破坏状态
Figure 12.Failure state of target tower under weak tower collapse and ground contact condition
图 13薄弱塔非破坏触地工况下的目标塔破坏状态
Figure 13.Failure state of target tower under weak tower collapse and non-ground contact condition
图 14薄弱塔倒塌破坏控制参数的主要影响区
Figure 14.Main influence zones of weak tower collapse control parameters
表 1输电塔材料
Table 1.Material of transmission tower
输电塔 屈服强度/MPa 屈服应变/% 本构模型 Q235 235 0.15 理想弹塑性 Q345 345 0.15 理想弹塑性 
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表 2输电线材料
Table 2.Material of transmission line
输电线 综合截面/mm2 弹性模量/MPa 线密度/（kg•km−1） 地线 118.9 123 631.00 导线 338.9 69 1085.50 下载:
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表 3薄弱塔倒塌触地工况
Table 3.Weak tower collapse and ground contact condition
破坏点 h/m θ/(°) T/s y/m z/m D1 22.0 156.4 0.5,1.0,
2.0,3.09.59 −42.00 D2 20.0 140.3 16.61 −42.00 D3 18.0 130.0 21.45 −42.00 D4 16.0 122.2 25.38 −42.00 D5 14.0 115.9 28.77 −42.00 D6 12.0 110.7 31.81 −42.00 D7 10.0 106.1 34.58 −42.00 下载:
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