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A wind tunnel analysis of flutter vibrations of a U-beam

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F14%3A00429315" target="_blank" >RIV/68378297:_____/14:00429315 - isvavai.cz</a>

  • Result on the web

    <a href="http://paginas.fe.up.pt/eurodyn2014/CD/papers/435_MS20_ABS_1318.pdf" target="_blank" >http://paginas.fe.up.pt/eurodyn2014/CD/papers/435_MS20_ABS_1318.pdf</a>

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    A wind tunnel analysis of flutter vibrations of a U-beam

  • Original language description

    Motivated by assessing the aeroelastic stability of a conveyor solution, the aeroelastic stability of a U-beam with an aspect ratio (width B over frontal height H) of B/H = 4.62 is investigated. Wind-tunnel experiments involving a special test stand forsectional models and complementary CFD simulations were carried out. We find that the U-beam can perform self-excited two-degree of freedom (flutter) vibrations. This is also reflected in the simulation results. Vortex-induced vibrations were observed experimentally, but the amplitudes were small in respect to the frontal height. Numerically, it was found that there exist two different patterns of the flow around the U-profile: One pattern that is very similar to the flow around a rectangular prism ( ?R-flow pattern) and another pattern were the flow ?reaches into the pocket of the profile (?U-flow pattern). The amplitude of vortex induced vibrations depends strongly on the flow pattern. When the R-flow pattern is realized, the amplitud

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    JM - Structural engineering

  • OECD FORD branch

Result continuities

  • Project

    Result was created during the realization of more than one project. More information in the Projects tab.

  • Continuities

    I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Others

  • Publication year

    2014

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Article name in the collection

    Proceedings of the 9th International Conference on Structural Dynamics. EURODYN 2014

  • ISBN

    978-972-752-165-4

  • ISSN

    2311-9020

  • e-ISSN

  • Number of pages

    8

  • Pages from-to

    3113-3120

  • Publisher name

    European Association for Structural Dynamics (EASD)

  • Place of publication

    Porto

  • Event location

    Porto

  • Event date

    Jun 30, 2014

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article

    000354786604020