Electrical Transmission and Substation Structures 2018
Securing Steel Davit Arms: When and How?
Publication: Electrical Transmission and Substation Structures 2018: Dedicated to Strengthening our Critical Infrastructure
ABSTRACT
Tubular steel poles are a popular structure choice for high voltage transmission line applications because of their simple appearance, small footprint, and ease of installation (as compared to latticed towers). With modern welding technologies, they can also be a good option for extra high voltage lines. But because of the inherent slenderness and the low self-damping characteristics of the davit arms, the unloaded arms can be prone to vortex-induced vibration (VIV). In this context, “unloaded” means the arm is installed on the pole, but no weights, tie-down cables, insulators, conductor, or other physical load have been placed on the arm. This condition is not uncommon during the construction phase of a line and can last from a few hours to several months. Industry guidance recommends that all unloaded arms be secured, immediately after the arm is installed to mitigate VIV induced damage, by hanging weights, or tying the arm tips back to the pole shaft with cables. The details (cable types and sizes, weights) of this guidance are nonspecific. Experience has also shown that not every arm need be secured; the actual requirements depend on arm geometry and local wind conditions. This paper describes an AEP analytical study supplemented by testing that investigates the effects of wind-induced vibration on (various sizes and shapes of) davit arms to determine critical wind speeds (CWSs). These, in turn, lead to guidelines for when and when not to secure an arm. This paper also proposes an engineering method to determine the appropriate weights and cable sizes to use when necessary.
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References
1.
Phares, B. M., Sarkar, P. P., Wipf, T. J., and Chang, B. (2007) Development of Fatigue Design Procedures for Slender, Tapered Support Structures for Highway Signs, Luminaries and Traffic Signals Subject to Wind-Induced Excitation from Vortex Shedding and Buffeting, Midwest Transportation Consortium Report, November 2007
2.
AASHTO (2013) Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals, 6th Edition.
3.
Warren C. Young, Richard G. Budynas (2002) Roark’s Formulas for Stress and Strain, 7th Edition.
4.
ASME STS-1-2011 (2011) Steel Stacks
5.
IEEE 951 (1996) Guide to the Assembly and Erection of Metal Transmission Structures
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ASCE/SEI 48-11 (2011) Design of Steel Transmission Pole Structures
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Erik Ruggeri (2013) Davit Arm Vibration Study Double Circuit 345 kV Line, The 46th Annual TSDOS, September 2013
Information & Authors
Information
Published In
Electrical Transmission and Substation Structures 2018: Dedicated to Strengthening our Critical Infrastructure
Pages: 290 - 301
Editor: Michael Miller, SAE Towers
ISBN (Online): 978-0-7844-8183-7
Copyright
© 2018 American Society of Civil Engineers.
History
Published online: Nov 1, 2018
Published in print: Nov 1, 2018
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