System Identification and active modal control of a flexible truss structure

Detalhes bibliográficos
Autor(a) principal: Joventino, C. F. [UNESP]
Data de Publicação: 2015
Outros Autores: Abreu, G. L.C.M. [UNESP], Lopes, V. [UNESP]
Tipo de documento: Artigo de conferência
Idioma: eng
Título da fonte: Repositório Institucional da UNESP
Texto Completo: http://dx.doi.org/10.7712/120115.3704.587
http://hdl.handle.net/11449/220457
Resumo: The aim of this paper is to illustrate the active control of vibration of a flexible truss structure using a model-based digital controller. The state-space model of the system is derived using a system identification technique known as the Observer/Kalman Filter Identification (OKID) method together with Eigensystem Realization Algorithm (ERA). Based on the measured response of the structure to a chirp input, an explicit state-space model of the equivalent linear system is determined. To reduce the vibrations caused by an impulse force, two active strut members are installed along a vertical of the base bay of the truss. The active strut element consists of a piezoelectric ceramic stack actuator, a force transducer and mechanical interfaces. An integral controller is designed to suppress vibration of the truss. The controller, formulated with the root locus approach, is designed to maximize modal damping of a constructed truss structure. Experimental results illustrate that the active piezoceramic strut actuators and the integral controller can effectively reduce vibration of the truss.
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spelling System Identification and active modal control of a flexible truss structureActive controlFlexible structuresSystem identificationThe aim of this paper is to illustrate the active control of vibration of a flexible truss structure using a model-based digital controller. The state-space model of the system is derived using a system identification technique known as the Observer/Kalman Filter Identification (OKID) method together with Eigensystem Realization Algorithm (ERA). Based on the measured response of the structure to a chirp input, an explicit state-space model of the equivalent linear system is determined. To reduce the vibrations caused by an impulse force, two active strut members are installed along a vertical of the base bay of the truss. The active strut element consists of a piezoelectric ceramic stack actuator, a force transducer and mechanical interfaces. An integral controller is designed to suppress vibration of the truss. The controller, formulated with the root locus approach, is designed to maximize modal damping of a constructed truss structure. Experimental results illustrate that the active piezoceramic strut actuators and the integral controller can effectively reduce vibration of the truss.Univ Estadual Paulista Department Mechanical Engineering, Av. Brasil, 56Univ Estadual Paulista Department Mechanical Engineering, Av. Brasil, 56Universidade Estadual Paulista (UNESP)Joventino, C. F. [UNESP]Abreu, G. L.C.M. [UNESP]Lopes, V. [UNESP]2022-04-28T19:01:36Z2022-04-28T19:01:36Z2015-01-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/conferenceObject4425-4438http://dx.doi.org/10.7712/120115.3704.587COMPDYN 2015 - 5th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, p. 4425-4438.http://hdl.handle.net/11449/22045710.7712/120115.3704.5872-s2.0-84942279561Scopusreponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengCOMPDYN 2015 - 5th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineeringinfo:eu-repo/semantics/openAccess2022-04-28T19:01:36Zoai:repositorio.unesp.br:11449/220457Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462022-04-28T19:01:36Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false
dc.title.none.fl_str_mv System Identification and active modal control of a flexible truss structure
title System Identification and active modal control of a flexible truss structure
spellingShingle System Identification and active modal control of a flexible truss structure
Joventino, C. F. [UNESP]
Active control
Flexible structures
System identification
title_short System Identification and active modal control of a flexible truss structure
title_full System Identification and active modal control of a flexible truss structure
title_fullStr System Identification and active modal control of a flexible truss structure
title_full_unstemmed System Identification and active modal control of a flexible truss structure
title_sort System Identification and active modal control of a flexible truss structure
author Joventino, C. F. [UNESP]
author_facet Joventino, C. F. [UNESP]
Abreu, G. L.C.M. [UNESP]
Lopes, V. [UNESP]
author_role author
author2 Abreu, G. L.C.M. [UNESP]
Lopes, V. [UNESP]
author2_role author
author
dc.contributor.none.fl_str_mv Universidade Estadual Paulista (UNESP)
dc.contributor.author.fl_str_mv Joventino, C. F. [UNESP]
Abreu, G. L.C.M. [UNESP]
Lopes, V. [UNESP]
dc.subject.por.fl_str_mv Active control
Flexible structures
System identification
topic Active control
Flexible structures
System identification
description The aim of this paper is to illustrate the active control of vibration of a flexible truss structure using a model-based digital controller. The state-space model of the system is derived using a system identification technique known as the Observer/Kalman Filter Identification (OKID) method together with Eigensystem Realization Algorithm (ERA). Based on the measured response of the structure to a chirp input, an explicit state-space model of the equivalent linear system is determined. To reduce the vibrations caused by an impulse force, two active strut members are installed along a vertical of the base bay of the truss. The active strut element consists of a piezoelectric ceramic stack actuator, a force transducer and mechanical interfaces. An integral controller is designed to suppress vibration of the truss. The controller, formulated with the root locus approach, is designed to maximize modal damping of a constructed truss structure. Experimental results illustrate that the active piezoceramic strut actuators and the integral controller can effectively reduce vibration of the truss.
publishDate 2015
dc.date.none.fl_str_mv 2015-01-01
2022-04-28T19:01:36Z
2022-04-28T19:01:36Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/conferenceObject
format conferenceObject
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://dx.doi.org/10.7712/120115.3704.587
COMPDYN 2015 - 5th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, p. 4425-4438.
http://hdl.handle.net/11449/220457
10.7712/120115.3704.587
2-s2.0-84942279561
url http://dx.doi.org/10.7712/120115.3704.587
http://hdl.handle.net/11449/220457
identifier_str_mv COMPDYN 2015 - 5th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, p. 4425-4438.
10.7712/120115.3704.587
2-s2.0-84942279561
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv COMPDYN 2015 - 5th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv 4425-4438
dc.source.none.fl_str_mv Scopus
reponame:Repositório Institucional da UNESP
instname:Universidade Estadual Paulista (UNESP)
instacron:UNESP
instname_str Universidade Estadual Paulista (UNESP)
instacron_str UNESP
institution UNESP
reponame_str Repositório Institucional da UNESP
collection Repositório Institucional da UNESP
repository.name.fl_str_mv Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)
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