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http://dx.doi.org/10.12989/was.2014.18.3.235

Effective technique to analyze transmission line conductors under high intensity winds  

Aboshosha, Haitham (Department of Civil and Environmental Engineering, Western University)
El Damatty, Ashraf (Department of Civil and Environmental Engineering, Western University)
Publication Information
Wind and Structures / v.18, no.3, 2014 , pp. 235-252 More about this Journal
Abstract
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.
Keywords
High Intensity Wind (HIW); conductors; cable; finite element; numerical technique; downburst; tornado;
Citations & Related Records
Times Cited By KSCI : 4  (Citation Analysis)
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1 Fujita, T.T. (1990), "Downbursts: meteorological features and wind field characteristics", J. Wind Eng. Ind. Aerod., 36(1), 75-86.   DOI   ScienceOn
2 Aboshosha, H. and El Damatty, A. (2013), "Downburst induced forces on the conductors of electric transmission lines and the corresponding vulnerability of tower failure", Proceedings of the Canadian Society of Civil Engineers CSCE 2013, Montreal, Quebec, Canada-GEN-164.
3 Ahmadi-Kashani, K. and Bell, A.J. (1988), "The analysis of cables subject to uniformly distributed loads", Eng. Struct., 10(3), 174-184.   DOI   ScienceOn
4 Darwish M., El Damatty A. and Hangan, H. (2010), "Dynamic characteristics of transmission line conductors and behaviour under turbulent downburst loading", Wind Struct., 13(4), 327-346.   DOI
5 El Damatty, A. and Hamada, A. (2012), "Behaviour of guyed transmission line structures under tornado wind loads - case studies", Proceedings of the ASCE -Structural Engineering Institute - Electrical Transmission and Substation Structures Conference, Columbus, Ohio, USA, November .
6 El Damatty, A. and Aboshosha, H. (2012), "Capacity of electrical transmission towers under downburst loading", Proceedings of the 1st Australasia and South-East Asia Structural Engineering and Construction Conference, Perth, Australia.
7 Hangan, H. and Kim, J. (2007), "Numerical simulations of impinging jets with application to downbursts", J. Wind Eng. Ind. Aerod., 95(4), 279-298.   DOI   ScienceOn
8 Hangan, H. and Kim, J. (2008), "Swirl ratio effects on tornado vortices in relation to the Fujita scale", Wind Struct., 11(4), 291-302.   DOI   ScienceOn
9 Hamada, A. and El Damatty, A.A. (2011), "Behaviour of guyed transmission line structures under tornado wind loading", Comput. Struct., 89(11-12), 986-1003.   DOI   ScienceOn
10 Irvine, H.M. (1981), Cable structures, MIT Press, Cambridge.
11 Koziey, B. and Mirza, F. (1994), "Consistent curved beam element", Comput. Struct., 51(6), 643-654.   DOI   ScienceOn
12 Li, C.Q. (2000), "A stochastic model of severe thunderstorms for transmission line design", Probabilist. Eng. Mech., 15, 359-364.   DOI   ScienceOn
13 Manitoba Hydro Transmission and Civil Design Department (1999), "Bipole 1 & 2 HVDC transmission line wind storm failure on September 5, 1996 review of emergency response, restoration and design of these lines", Manitoba Hydro, 98-L1/1-37010-06000, 54.
14 Savory, E., Parke, G.A.R., Zeinoddini, M., Toy, N. and Disney, P. (2001), "Modeling of tornado and microburst-induced wind loading and failure of a lattice transmission tower", Eng. Struct., 23(4), 365-375.   DOI   ScienceOn
15 Shehata, A.Y., El Damatty, A.A. and Savory, E. (2005), "Finite element modeling of transmission line under downburst wind loading", Finite Elem. Anal. Des., 42(1), 71-89.   DOI   ScienceOn
16 Shehata, A.Y. and El Damatty, A.A. (2007), "Behaviour of guyed transmission line structures under downburst wind loading", Wind Struct., 10(3), 249-268.   DOI   ScienceOn
17 Shehata, A.Y. and El Damatty, A.A. (2008), "Failure analysis of a transmission tower during a microburst", Wind Struct., 11(3), 193-208.   DOI   ScienceOn
18 Wei, P., Bingnan, S. and Jinchun T. (1999), "A catenary element for the analysis of cable structures", Appl. Math. Mech. Eng., 20(5), 0253-4827
19 Winkelman, P.F. (1959), "Sag-tension computations and field measurements of Bonneville power administration", AIEE Paper, 59-900
20 Yu, P., Wong, P. and Kaempffer, F. (1995), "Tension of conductor under concentrated loads", J. Appl. Mech. - T. ASME, 62(3), 802-809.   DOI   ScienceOn