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Field Tests on a Full-Scale Steel Chimney Subjected to Vortex-Induced Vibrations

Authors :
Øyvind Mortveit Ellingsen
Olivier Flamand
Xavier Amandolese
Francois Coiffet
Pascal Hémon
Centre Scientifique et Technique du Bâtiment (CSTB)
Laboratoire d'hydrodynamique (LadHyX)
École polytechnique (X)-Centre National de la Recherche Scientifique (CNRS)
Laboratoire de Mécanique des Structures et des Systèmes Couplés (LMSSC)
Conservatoire National des Arts et Métiers [CNAM] (CNAM)
Centre d’Essais et de Recherches des Industries de la Cheminée (CERIC)
Poujoulat Group
Source :
Structural Engineering International, Structural Engineering International, Iabse, Eth-honggerberg, 2021, pp.1-7. ⟨10.1080/10168664.2021.1936352⟩
Publication Year :
2021
Publisher :
Informa UK Limited, 2021.

Abstract

International audience; Industrial chimneys, launch vehicles and stacks are examples of large diameter circular cross section structures that can be prone to cross-wind vortex-induced vibration (VIV). VIV has been extensively studied for both fundamental and applied issues, but few documented studies concern high Reynolds number regimes (> 5 × 105) in atmospheric turbulent wind. This paper introduces a field test on a slender light and low damped chimney designed to experience “super-critical” VIV at moderate wind velocity. The chimney was recently erected in a wind monitored field, near the Atlantic coast of France. The purpose of this paper is to present the first vibration results obtained during a sequential 13-day period in September 2020. A statistical analysis has been performed on the amplitude and dominant frequency responses and results are reported in term of probability distribution as a function of wind speed and direction. VIV events of low (30% of diameter) have been highlighted in a range of wind velocity 25% lower than expected, along with significant influence of the wind direction – low turbulence easterly wind giving vortex-induced vibrations with the highest amplitude.

Details

ISSN :
16830350 and 10168664
Volume :
32
Database :
OpenAIRE
Journal :
Structural Engineering International
Accession number :
edsair.doi.dedup.....74e1af53bcf71d3fce0eb539db57b297