Effective technique to analyze transmission line conductors under high intensity winds

被引:30
作者
Aboshosha, Haitham [1 ]
El Damatty, Ashraf [1 ]
机构
[1] Univ Western Ontario, Dept Civil & Environm Engn, London, ON, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
High Intensity Wind (HIW); conductors; cable; finite element; numerical technique; downburst; tornado; DOWNBURSTS; MICROBURST; BEHAVIOR; FAILURE; ELEMENT; TORNADO; LOADS; TOWER;
D O I
10.12989/was.2014.18.3.235
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
An effective numerical technique to calculate the reactions of a multi-spanned transmission line conductor system, under arbitrary loads varying along the spans, is developed. Such variable loads are generated by High Intensity Wind (HIW) events in the form of tornadoes and downburst. First, a semi-closed form solution is derived to obtain the displacements and the reactions at the ends of each conductor span. The solution accounts for the nonlinearity of the system and the flexibility of the insulators. Second, a numerical scheme to solve the derived closed-form solution is proposed. Two conductor systems are analyzed under loads resulting from HIW events for validation of the proposed technique. Non-linear Finite Element Analyses (FEA) are also conducted for the same two systems. The responses resulting from the technique are shown to be in a very good agreement with those resulting from the FEA, which confirms the technique accuracy. Meanwhile, the semi-closed form technique shows superior efficiency in terms of the required computational time. The saving in computational time has a great advantage in predicting the response of the conductors under HIW events, since this requires a large number of analyses to cover different potential locations and sizes of those localized events.
引用
收藏
页码:235 / 252
页数:18
相关论文
共 20 条
[1]  
Aboshosha H., 2012, P 1 AUSTR S E AS STR
[2]  
Aboshosha H., 2013, CSCE
[3]   THE ANALYSIS OF CABLES SUBJECT TO UNIFORMLY DISTRIBUTED LOADS [J].
AHMADIKASHANI, K ;
BELL, AJ .
ENGINEERING STRUCTURES, 1988, 10 (03) :174-184
[4]  
Darwish MM, 2010, WIND STRUCT, V13, P327
[5]  
El Damatty A., 2012, P ASCE STRUCT ENG I
[7]   Behaviour of guyed transmission line structures under tornado wind loading [J].
Hamada, A. ;
El Damatty, A. A. .
COMPUTERS & STRUCTURES, 2011, 89 (11-12) :986-1003
[8]   Swirl ratio effects on tornado vortices in relation to the Fujita scale [J].
Hangan, H. ;
Kim, J-D. .
WIND AND STRUCTURES, 2008, 11 (04) :291-302
[9]  
Irvine HM, 1981, Cable structures
[10]   Numerical simulations of impinging jets with application to downbursts [J].
Kim, Jongdae ;
Hangan, Horia .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2007, 95 (04) :279-298