- Interaction of a simple linear structure and a ball-type vibration ab…
Počet záznamů: 1  

Interaction of a simple linear structure and a ball-type vibration absorber for harmonic and random loads

  1. 1.
    SYSNO ASEP0577854
    Druh ASEPC - Konferenční příspěvek (mezinárodní konf.)
    Zařazení RIVD - Článek ve sborníku
    NázevInteraction of a simple linear structure and a ball-type vibration absorber for harmonic and random loads
    Tvůrce(i) Náprstek, Jiří (UTAM-F) RID, ORCID, SAI
    Fischer, Cyril (UTAM-F) RID, SAI, ORCID
    Celkový počet autorů2
    Číslo článku162005
    Zdroj.dok.Journal of Physics: Conference Series, Nonlinear Dynamics and Dynamic Stability, 2647. - Bristol : IOP Publishing, 2024 - ISSN 1742-6596
    Poč.str.10 s.
    Forma vydáníOnline - E
    AkceEURODYN 2023. International conference on structural dynamics /12./
    Datum konání03.07.2023 - 05.07.2023
    Místo konáníDelft
    ZeměNL - Nizozemsko
    Typ akceWRD
    Jazyk dok.eng - angličtina
    Země vyd.GB - Velká Británie
    Klíč. slovaball absorber ; mathematical models ; damping
    Obor OECDCivil engineering
    CEPGC21-32122J GA ČR - Grantová agentura ČR
    Institucionální podporaUTAM-F - RVO:68378297
    UT WOS001329172801055
    EID SCOPUS85198017558
    DOI https://doi.org/10.1088/1742-6596/2647/16/162005
    AnotaceBall-type tuned mass absorbers are attractive for use in lightweight and slender designs because they combine multi-directional action with compact dimensions. However, their main disadvantage is the limited ability to adjust the damping level to a prescribed value, making them susceptible to undesirable effects arising from their non-linear nature. A 2D and 3D mathematical models of a ball-type absorber coupled to a simple linear elastic structure are presented, which show the effectiveness of such a damper for harmonic and random excitation. To prevent the occurrence of auto-parametric resonance conditions for safety reasons, the structure and damping equipment must be designed based on system parameters and the characteristics of possible excitation. The paper presents the dependence of the damped
    structure's response on damper parameters for each type of resonant behaviour, the origin and nature of longitudinal and spatial response, and the influence of resonant conditions on the behaviour of the damped structure. The work is complemented by a simpli ed analysis of the response to random excitation, with examples of typical auto-parametric response patterns and possible applications in practical engineering.
    PracovištěÚstav teoretické a aplikované mechaniky
    KontaktKulawiecová Kateřina, kulawiecova@itam.cas.cz, Tel.: 225 443 285
    Rok sběru2025
    Elektronická adresahttps://doi.org/10.1088/1742-6596/2647/16/162005
Počet záznamů: 1  

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