Experimental research of dynamic vibration damping for rigid busbar structures

Introduction: in the case when flexible structures interact with the wind flow, various phenomena of aerodynamic instability may arise. Typical representatives of such phenomena are vortex wind excitation of cylindrical structures, galloping of poorly streamlined structures with a square, rectangula...

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Main Authors: Fomenko Serafim, Garanzha Igor, Tanasoglo Anton
Format: Article
Language:English
Published: EDP Sciences 2023-01-01
Series:E3S Web of Conferences
Subjects:
Online Access:https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/20/e3sconf_tt21c2023_04092.pdf
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author Fomenko Serafim
Garanzha Igor
Tanasoglo Anton
author_facet Fomenko Serafim
Garanzha Igor
Tanasoglo Anton
author_sort Fomenko Serafim
collection DOAJ
description Introduction: in the case when flexible structures interact with the wind flow, various phenomena of aerodynamic instability may arise. Typical representatives of such phenomena are vortex wind excitation of cylindrical structures, galloping of poorly streamlined structures with a square, rectangular or rhomboid cross-section, etc. The article highlights some basic ways of damping vibrations of rigid busbar structures. Materials and methods: the method of dynamic vibration damping consists in attaching additional devices to the vibration protection object to change its vibration state. The work of dynamic dampers is based on the formation of force effects transmitted to the object. It differs from another method of vibration reduction, characterized by the imposition of additional kinematic connections on the object such as fixing its particular points. Results: a mathematical model of the plate dynamic damper operation with a point load is presented. To determine the optimal parameters of dynamic vibration dampers, their calculation was performed, taking into account the joint action of the rigid busbar and the damper. Experimental research of the conjoint work of a rigid busbar with a plate dynamic damper is carried out. Conclusions: the effective application of plate dynamic dampers with a point load has been confirmed both outside and inside the tube busbar. Is proposed the special plate vibration damper. This allows to increase the logarithmic decrement of oscillations by 3-3.5 times and reduce the amplitude of oscillations of rigid busbar structures in the resonant mode by 12 time.
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spelling doaj.art-759f30a5d51d4feda600cccfe3a8c7de2023-05-02T09:28:44ZengEDP SciencesE3S Web of Conferences2267-12422023-01-013830409210.1051/e3sconf/202338304092e3sconf_tt21c2023_04092Experimental research of dynamic vibration damping for rigid busbar structuresFomenko Serafim0Garanzha Igor1Tanasoglo Anton2Donbas National Academy of Civil Engineering and ArchitectureMoscow State University of Civil EngineeringDonbas National Academy of Civil Engineering and ArchitectureIntroduction: in the case when flexible structures interact with the wind flow, various phenomena of aerodynamic instability may arise. Typical representatives of such phenomena are vortex wind excitation of cylindrical structures, galloping of poorly streamlined structures with a square, rectangular or rhomboid cross-section, etc. The article highlights some basic ways of damping vibrations of rigid busbar structures. Materials and methods: the method of dynamic vibration damping consists in attaching additional devices to the vibration protection object to change its vibration state. The work of dynamic dampers is based on the formation of force effects transmitted to the object. It differs from another method of vibration reduction, characterized by the imposition of additional kinematic connections on the object such as fixing its particular points. Results: a mathematical model of the plate dynamic damper operation with a point load is presented. To determine the optimal parameters of dynamic vibration dampers, their calculation was performed, taking into account the joint action of the rigid busbar and the damper. Experimental research of the conjoint work of a rigid busbar with a plate dynamic damper is carried out. Conclusions: the effective application of plate dynamic dampers with a point load has been confirmed both outside and inside the tube busbar. Is proposed the special plate vibration damper. This allows to increase the logarithmic decrement of oscillations by 3-3.5 times and reduce the amplitude of oscillations of rigid busbar structures in the resonant mode by 12 time.https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/20/e3sconf_tt21c2023_04092.pdfrigid busbaroutdoor switchgearvortex wind excitationplate dynamic damperpoint load
spellingShingle Fomenko Serafim
Garanzha Igor
Tanasoglo Anton
Experimental research of dynamic vibration damping for rigid busbar structures
E3S Web of Conferences
rigid busbar
outdoor switchgear
vortex wind excitation
plate dynamic damper
point load
title Experimental research of dynamic vibration damping for rigid busbar structures
title_full Experimental research of dynamic vibration damping for rigid busbar structures
title_fullStr Experimental research of dynamic vibration damping for rigid busbar structures
title_full_unstemmed Experimental research of dynamic vibration damping for rigid busbar structures
title_short Experimental research of dynamic vibration damping for rigid busbar structures
title_sort experimental research of dynamic vibration damping for rigid busbar structures
topic rigid busbar
outdoor switchgear
vortex wind excitation
plate dynamic damper
point load
url https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/20/e3sconf_tt21c2023_04092.pdf
work_keys_str_mv AT fomenkoserafim experimentalresearchofdynamicvibrationdampingforrigidbusbarstructures
AT garanzhaigor experimentalresearchofdynamicvibrationdampingforrigidbusbarstructures
AT tanasogloanton experimentalresearchofdynamicvibrationdampingforrigidbusbarstructures