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Icing of Bridge Cables – State-of-the-Art - Review

 Icing of Bridge Cables – State-of-the-Art - Review
Author(s):
Presented at IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016, published in , pp. 2579-2586
DOI: 10.2749/stockholm.2016.2578
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Cable icing can result in additional dead load and increase an impact surface for wind loads. But most importantly, ice chunks, under some meteorological conditions, can fall down from cables onto ...
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Bibliographic Details

Author(s): (Institute of Steel Construction, RWTH Aachen University, Germany)
Medium: conference paper
Language(s): English
Conference: IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016
Published in:
Page(s): 2579-2586 Total no. of pages: 8
Page(s): 2579-2586
Total no. of pages: 8
Year: 2016
DOI: 10.2749/stockholm.2016.2578
Abstract:

Cable icing can result in additional dead load and increase an impact surface for wind loads. But most importantly, ice chunks, under some meteorological conditions, can fall down from cables onto the roadway causing a major damage to the traffic on the bridge. The purpose of this paper is to present a general overview of the investigations that have been made to protect bridge cable from damage caused from ice accretion. That includes understanding of icing fundamentals caused by freezing precipitation and in-cloud icing. Also, results of experimental wind tunnel tests, which have been performed on horizontal, vertical and inclined cylinders will be discussed. Finally, different de-icing and anti-icing techniques, such as active removal systems (mechanical, thermal) and passive methods -based on natural forces as well as monitoring systems are being reviewed.

Keywords:
cable-stayed bridges wind tunnel tests ice accretion cable vibration cable icing anti-and de-icing techniques snow and ice control