Theoretical Calculation of Ultimate Bearing Capacity and Fatigue of Safety Pin of Transmission Tower

被引:0
|
作者
Ju Yan-zhong [1 ]
Zhang Jian-lu [1 ]
Jiang Fei [1 ]
机构
[1] NE Dianli Univ, Sch Civil Engn, Jilin, Peoples R China
关键词
transmission line tower; safety pin; ultimate bearing capacity; fatigue;
D O I
10.1016/j.egypro.2012.02.207
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
In this paper, the hazard of normal operation power lines caused by transmission lines icing is analyzed. On the basis, several technology means of preventing the hazard of transmission lines icing in power grid in China are summarized. A new kind of overload protection fitting which is safety pin is designed in this paper, which can make transmission line dissociate from tower when ice thickness exceed the numerical value that ultimate load related. And then collapse of power transmission tower and disconnection of transmission are prevented and the goal of avoiding and decreasing the ice disasters is achieved. Ultimate bearing capacity of safety pin is researched based on elastic-plastic theory and elastic limit load and plastic limit load of safety pin are obtained. Finally, applying Palmgren Miner linear fatigue damage accumulation rule, fatigue life of safety pin is calculated. (C) 2012 Published by Elsevier Ltd. Selection and/or peer-review under responsibility of Hainan University.
引用
收藏
页码:1057 / 1063
页数:7
相关论文
共 50 条
  • [21] Calculation method of stability bearing capacity of transmission tower angle steel considering semi-rigid constraint
    Qiu, Feng
    Qiu, Junxia
    Feng, Heng
    Wang, Huajie
    Qian, Hongliang
    Jin, Xiaofei
    Wang, Kaiyuan
    Fan, Feng
    CURVED AND LAYERED STRUCTURES, 2022, 9 (01) : 202 - 211
  • [22] Calculation Method on Bearing Capacity of Anchor Bolt of Transmission Line Tower Foundation considering influence of horizontal force
    Cui Qiang
    Lu Xianlong
    PROGRESS IN CIVIL ENGINEERING, PTS 1-4, 2012, 170-173 : 327 - 330
  • [23] Ultimate bearing capacity reliability of structures subjected to accumulated fatigue damage
    Gong, Jin-Xin
    Wang, Hai-Chao
    Zhao, Guo-Fan
    2002, Dalian University of Technology (42):
  • [24] Reliability analysis on ultimate bearing capacity calculation for vertically loaded piles
    Xiao, Jianyong
    Rao, Youquan
    Leng, Wuming
    Journal of Railway Science and Engineering, 2024, 21 (08) : 3131 - 3141
  • [25] Unified theoretical solution for ultimate bearing capacity of vertical strip anchor
    Hu W.
    Liu S.-K.
    Zou G.-H.
    Zhao P.
    Liu, Shun-Kai (865278280@qq.com), 2018, Chinese Society of Civil Engineering (40): : 296 - 304
  • [26] Influence of the eccentricity of cycloid-pin transmission mechanism on bearing capacity
    Zhang Y.
    Li L.
    Ji S.
    Harbin Gongcheng Daxue Xuebao/Journal of Harbin Engineering University, 2022, 43 (06): : 873 - 881
  • [27] Bearing capacity of power transmission tower footings near cohesionless slopes
    Meshel Alkahtani
    M. Hesham El Naggar
    Innovative Infrastructure Solutions, 2021, 6
  • [28] Bearing capacity of power transmission tower footings near cohesionless slopes
    Alkahtani, Meshel
    El Naggar, M. Hesham
    INNOVATIVE INFRASTRUCTURE SOLUTIONS, 2021, 6 (04)
  • [29] Experimental and numerical study on the ultimate bearing capacity of a K-type tube-gusset plate joint of a steel transmission tower
    Liu, Wei
    Zhu, Li
    Ling, Li-Peng
    Liu, Yi-Di
    Zhao, Guan-Yuan
    Gao, Xiao-Bin
    CASE STUDIES IN CONSTRUCTION MATERIALS, 2022, 17
  • [30] Dominant failure modes of a transmission tower and its ultimate capacity under wind load
    Xiong, Tie-Hua
    Liang, Shu-Guo
    Zou, Liang-Hao
    Gongcheng Lixue/Engineering Mechanics, 2009, 26 (12): : 100 - 104