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    A Topology Optimization Problem in Control of Structures Using Modal Disparity

    Source: Journal of Mechanical Design:;2006:;volume( 128 ):;issue: 003::page 536
    Author:
    A. R. Diaz
    ,
    R. Mukherjee
    DOI: 10.1115/1.2181603
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Modal disparity and a topology optimization problem seeking to maximize this disparity are introduced, with the goal of developing a new methodology for control of vibration in flexible structures. Modal disparity is generated in a structure by the application of external forces that vary the stiffness of the structure. When the forces are switched on and off and, as a result, the structure is switched between two stiffness states, modal disparity results in vibration energy being transferred from a set of not-controlled modes to a set of controlled modes. This allows the vibration of the structure to be completely attenuated by removing energy only from a small set of controlled modes. A topology optimization problem determines the best locations for application of the external forces. Simulation results are presented to demonstrate control of vibration exploiting modal disparity in two three-dimensional (3D) frame structures.
    keyword(s): Cables , Optimization , Topology , Stress , Tension AND Stiffness ,
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      A Topology Optimization Problem in Control of Structures Using Modal Disparity

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    http://yetl.yabesh.ir/yetl1/handle/yetl/134328
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    contributor authorA. R. Diaz
    contributor authorR. Mukherjee
    date accessioned2017-05-09T00:21:00Z
    date available2017-05-09T00:21:00Z
    date copyrightMay, 2006
    date issued2006
    identifier issn1050-0472
    identifier otherJMDEDB-27827#536_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/134328
    description abstractModal disparity and a topology optimization problem seeking to maximize this disparity are introduced, with the goal of developing a new methodology for control of vibration in flexible structures. Modal disparity is generated in a structure by the application of external forces that vary the stiffness of the structure. When the forces are switched on and off and, as a result, the structure is switched between two stiffness states, modal disparity results in vibration energy being transferred from a set of not-controlled modes to a set of controlled modes. This allows the vibration of the structure to be completely attenuated by removing energy only from a small set of controlled modes. A topology optimization problem determines the best locations for application of the external forces. Simulation results are presented to demonstrate control of vibration exploiting modal disparity in two three-dimensional (3D) frame structures.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleA Topology Optimization Problem in Control of Structures Using Modal Disparity
    typeJournal Paper
    journal volume128
    journal issue3
    journal titleJournal of Mechanical Design
    identifier doi10.1115/1.2181603
    journal fristpage536
    journal lastpage541
    identifier eissn1528-9001
    keywordsCables
    keywordsOptimization
    keywordsTopology
    keywordsStress
    keywordsTension AND Stiffness
    treeJournal of Mechanical Design:;2006:;volume( 128 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian