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    Identification of Principal Rigid Body Modes Under Free-Free Boundary Condition

    Source: Journal of Vibration and Acoustics:;1997:;volume( 119 ):;issue: 003::page 341
    Author:
    Masaaki Okuma
    ,
    Qinzhong Shi
    DOI: 10.1115/1.2889729
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper focuses on the problem of identifying all individual principal rigid body modes and the associated mass or principal inertia of moment, which can be called modal mass, of flexible structures under the free-free boundary condition with fewer multi-location excitations than the number of those modes. The rigid body mass matrix of the structure can be identified by using both the parameters of inertia, which are determined previously by a modal parameter estimation, and the coordinates of measurement points. As all rigid body properties can be obtained from the mass matrix, it becomes possible to simulate the FRFs between any two measurement points with inclusion of the contribution of rigid body motions even by only experimental modal analysis technique. First, the theory is explained. Then, a numerical simulation and two actual identifications for a plate structure and an automotive body component are carried out to demonstrate the validity and the usefulness of the theory.
    keyword(s): Boundary-value problems , Inertia (Mechanics) , Motion , Computer simulation , Flexible structures AND Parameter estimation ,
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      Identification of Principal Rigid Body Modes Under Free-Free Boundary Condition

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    http://yetl.yabesh.ir/yetl1/handle/yetl/119705
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    contributor authorMasaaki Okuma
    contributor authorQinzhong Shi
    date accessioned2017-05-08T23:55:17Z
    date available2017-05-08T23:55:17Z
    date copyrightJuly, 1997
    date issued1997
    identifier issn1048-9002
    identifier otherJVACEK-28839#341_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/119705
    description abstractThis paper focuses on the problem of identifying all individual principal rigid body modes and the associated mass or principal inertia of moment, which can be called modal mass, of flexible structures under the free-free boundary condition with fewer multi-location excitations than the number of those modes. The rigid body mass matrix of the structure can be identified by using both the parameters of inertia, which are determined previously by a modal parameter estimation, and the coordinates of measurement points. As all rigid body properties can be obtained from the mass matrix, it becomes possible to simulate the FRFs between any two measurement points with inclusion of the contribution of rigid body motions even by only experimental modal analysis technique. First, the theory is explained. Then, a numerical simulation and two actual identifications for a plate structure and an automotive body component are carried out to demonstrate the validity and the usefulness of the theory.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleIdentification of Principal Rigid Body Modes Under Free-Free Boundary Condition
    typeJournal Paper
    journal volume119
    journal issue3
    journal titleJournal of Vibration and Acoustics
    identifier doi10.1115/1.2889729
    journal fristpage341
    journal lastpage345
    identifier eissn1528-8927
    keywordsBoundary-value problems
    keywordsInertia (Mechanics)
    keywordsMotion
    keywordsComputer simulation
    keywordsFlexible structures AND Parameter estimation
    treeJournal of Vibration and Acoustics:;1997:;volume( 119 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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