2020
DOI: 10.1016/j.jfluidstructs.2020.103147
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On the aerodynamic characteristics of inclined stay cable sheaths in the critical flow regime

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Cited by 3 publications
(7 citation statements)
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“…The large dispersion in the lift coefficient in the critical regime can be explained in part by the asymmetric flow. 30 During a complete rotation, the sign of the lift coefficient in the critical flow regime changes, 15 since transition only occurs on one side in the TrBL1 regime. However, the most important observation is the variation of the mean drag coefficient in the critical flow regime which cannot be caused by low test repeatability or free stream turbulence.…”
Section: Mean Aerodynamic Coefficientsmentioning
confidence: 99%
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“…The large dispersion in the lift coefficient in the critical regime can be explained in part by the asymmetric flow. 30 During a complete rotation, the sign of the lift coefficient in the critical flow regime changes, 15 since transition only occurs on one side in the TrBL1 regime. However, the most important observation is the variation of the mean drag coefficient in the critical flow regime which cannot be caused by low test repeatability or free stream turbulence.…”
Section: Mean Aerodynamic Coefficientsmentioning
confidence: 99%
“…Ref. [15] argued that the triggering mechanism of dry galloping could be linked to the non-stationary character of the aerodynamic loads. Accordingly, the only event that can be deemed non-stationary at the critical regime is the bistable flow activity.…”
Section: Introductionmentioning
confidence: 99%
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“…Stay cables are the main force-bearing structures of cable-stayed bridges, [1][2][3] and they are mainly composed of internal high-strength steel wires and external high-density polyethylene (HDPE) sheaths. 4 However, HDPE sheaths may be cracked or damaged for various reasons, 5 leading to corrosion of steel wires at the cracked part of the sheaths. 6,7 The impressed current cathodic protection (ICCP) technique is widely employed in the corrosion protection of marine ships, 8 reinforced concrete, 9 and buried pipelines.…”
Section: Introductionmentioning
confidence: 99%
“…Stay cables are the main force‐bearing structures of cable‐stayed bridges, 1–3 and they are mainly composed of internal high‐strength steel wires and external high‐density polyethylene (HDPE) sheaths 4 . However, HDPE sheaths may be cracked or damaged for various reasons, 5 leading to corrosion of steel wires at the cracked part of the sheaths 6,7 .…”
Section: Introductionmentioning
confidence: 99%