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Study of aeroelastic interference effect among four cylinders arranged in rectangular configuration

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    SYSNO ASEP0510728
    Document TypeC - Proceedings Paper (int. conf.)
    R&D Document TypeConference Paper
    TitleStudy of aeroelastic interference effect among four cylinders arranged in rectangular configuration
    Author(s) Hračov, Stanislav (UTAM-F) RID, SAI
    Macháček, Michael (UTAM-F) ORCID, SAI, RID
    Michálek, Petr (UTAM-F) ORCID, RID, SAI
    Number of authors3
    Source TitleProceedings of Computational mechanics 2019. - Plzeň : University of West Bohemia, 2019 / Adámek V. ; Jonášová A. ; Plánička S. ; Zajíček M. - ISBN 978-80-261-0889-4
    Pagess. 76-79
    Number of pages4 s.
    Publication formMedium - C
    ActionConference with international participation Computational mechanics 2019
    Event date04.11.2019 - 06.11.2019
    VEvent locationSrní
    CountryCZ - Czech Republic
    Event typeEUR
    Languageeng - English
    CountryCZ - Czech Republic
    Keywordsaeroelastic interference ; flow structure interaction
    Subject RIVJM - Building Engineering
    OECD categoryCivil engineering
    R&D ProjectsGA19-21817S GA ČR - Czech Science Foundation (CSF)
    Institutional supportUTAM-F - RVO:68378297
    AnnotationThe paper describes the analysis of the destructive oscillation of a skewed steel rod with the length 21 m. The steel rod is a part of roof supporting bundle (rectangular array) of cylindrical hangers at the airport building, it is therefore exposed to frequent moderate and sometimes strong winds with the low turbulence. The vibration is analyzed from the aeroelastic perspective, i.e. the cause of the oscillation is analyzed as wake-induced vibration because the collapse was observed at the bottom downwind hanger in that array configuration. The normalized distance of hangers in horizontal and vertical directions is equal to 3.15D, and 3.8D, respectively, where D is the diameter of the hanger cross section. Experimental testing of 1:1 scaled sectional model of four-cylinder array in the wind tunnel indicates, that the cause of the high level vibration is most probably the interference galloping. The unstable behavior was detected both for the downwind hanger as a part of rectangular array and for the hanger as a part of a two hangers in a row only. The results indicate the strong influence of the top pair of the hangers on the decrease of the critical wind velocity, which is even below the value of the critical wind velocity obtained for two hangers only. The strong hysteresis effect resulting in the preservation of the high vibration amplitudes even after the decrease of wind speed far below the critical one, was observed.
    WorkplaceInstitute of Theoretical and Applied Mechanics
    ContactKulawiecová Kateřina, kulawiecova@itam.cas.cz, Tel.: 225 443 285
    Year of Publishing2020
Number of the records: 1  

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