Design, Wind Tunnel Tests, Normative and Theoretical Approaches of the ARC MAJEUR Subject to Vortex Shedding

The monumental work of art by Bernar Venet, called ‘Arc Majeur’ wraps the Belgian motorway E411 at Lavaux-Ste-Anne, offering drivers an unmissable landmark in the landscape. This sculpture is a curved steel structure with a height of 60 meters and a 2.25 meters square section. Due to its slenderness...

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Published inJournal of physics. Conference series Vol. 2647; no. 24; pp. 242002 - 242011
Main Authors Palm, A, Duchêne, Y, de Ville de Goyet, V, Denoël, V, Andrianne, T
Format Journal Article Web Resource
LanguageEnglish
Published Bristol IOP Publishing 01.06.2024
Institute of Physics
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ISSN1742-6588
1742-6596
1742-6596
DOI10.1088/1742-6596/2647/24/242002

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Abstract The monumental work of art by Bernar Venet, called ‘Arc Majeur’ wraps the Belgian motorway E411 at Lavaux-Ste-Anne, offering drivers an unmissable landmark in the landscape. This sculpture is a curved steel structure with a height of 60 meters and a 2.25 meters square section. Due to its slenderness, lightness and low vibration frequencies, the structure is very sensitive to wind excitations and mainly to vortex induced vibrations (VIV). After the presentation of the design and the main properties of the structure, the paper presents two approaches to estimate VIV amplitudes. The first one details the mathematical models of VIV included in the Eurocode and several theoretical approaches. The second approach compares the mathematical models to the results of experiments conducted in the wind tunnel facility of the University of Liège. The influence of several parameters is investigated. The experiments revealed lower VIV amplitudes than the theoretical approaches. As the Arc Majeur cannot withstand the fatigue induced by the VIV, it is mitigated by increasing the damping ratio by adding a tuned mass damper (TMD) at the top. Due to the vital importance of its operation, an online processing is developed to verify that the damper operates as intended.
AbstractList The monumental work of art by Bernar Venet, called ‘Arc Majeur’ wraps the Belgian motorway E411 at Lavaux-Ste-Anne, offering drivers an unmissable landmark in the landscape. This sculpture is a curved steel structure with a height of 60 meters and a 2.25 meters square section. Due to its slenderness, lightness and low vibration frequencies, the structure is very sensitive to wind excitations and mainly to vortex induced vibrations (VIV). After the presentation of the design and the main properties of the structure, the paper presents two approaches to estimate VIV amplitudes. The first one details the mathematical models of VIV included in the Eurocode and several theoretical approaches. The second approach compares the mathematical models to the results of experiments conducted in the wind tunnel facility of the University of Liège. The influence of several parameters is investigated. The experiments revealed lower VIV amplitudes than the theoretical approaches. As the Arc Majeur cannot withstand the fatigue induced by the VIV, it is mitigated by increasing the damping ratio by adding a tuned mass damper (TMD) at the top. Due to the vital importance of its operation, an online processing is developed to verify that the damper operates as intended.
Author de Ville de Goyet, V
Denoël, V
Duchêne, Y
Andrianne, T
Palm, A
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References Duchêne (JPCS_2647_24_242002bib3)
Vickery (JPCS_2647_24_242002bib9) 1972
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Wertz (JPCS_2647_24_242002bib8)
Rigo (JPCS_2647_24_242002bib10) 2022
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StartPage 242002
SubjectTerms Amplitudes
Civil engineering
Damping ratio
Engineering, computing & technology
Ingénierie civile
Ingénierie, informatique & technologie
Mathematical models
Parameter sensitivity
Statuary
Vibration isolators
Vortex shedding
Vortex-induced vibrations
Wind tunnel testing
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Title Design, Wind Tunnel Tests, Normative and Theoretical Approaches of the ARC MAJEUR Subject to Vortex Shedding
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