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    Underwater Dynamic Response at Limited Points Expanded to Full-Field Strain Response

    Source: Journal of Vibration and Acoustics:;2018:;volume( 140 ):;issue: 005::page 51016
    Author:
    Chen, Yuanchang
    ,
    Joffre, Dagny
    ,
    Avitabile, Peter
    DOI: 10.1115/1.4039800
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Expansion of real-time operating data from limited measurements to obtain full-field displacement data has been performed for structures in air. This approach has shown great success, and its main advantage is that the applied forces do not need to be identified. However, there are applications where structures may be immersed in water and the full-field real-time response may be needed for design and structural health assessments. This paper presents the results of a structure submersed in water to identify full-field response using only a handful of measured data. The same approach is used to extract the full-field displacements, and the results are compared to the actual full-field measured response. The advantage of this approach is that the force does not need to be identified and, most importantly, the damping and fluid–structure interaction does not need to be identified in order to perform the expansion. The results show excellent agreement with the measured data.
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      Underwater Dynamic Response at Limited Points Expanded to Full-Field Strain Response

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4253412
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    contributor authorChen, Yuanchang
    contributor authorJoffre, Dagny
    contributor authorAvitabile, Peter
    date accessioned2019-02-28T11:10:11Z
    date available2019-02-28T11:10:11Z
    date copyright5/3/2018 12:00:00 AM
    date issued2018
    identifier issn1048-9002
    identifier othervib_140_05_051016.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4253412
    description abstractExpansion of real-time operating data from limited measurements to obtain full-field displacement data has been performed for structures in air. This approach has shown great success, and its main advantage is that the applied forces do not need to be identified. However, there are applications where structures may be immersed in water and the full-field real-time response may be needed for design and structural health assessments. This paper presents the results of a structure submersed in water to identify full-field response using only a handful of measured data. The same approach is used to extract the full-field displacements, and the results are compared to the actual full-field measured response. The advantage of this approach is that the force does not need to be identified and, most importantly, the damping and fluid–structure interaction does not need to be identified in order to perform the expansion. The results show excellent agreement with the measured data.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleUnderwater Dynamic Response at Limited Points Expanded to Full-Field Strain Response
    typeJournal Paper
    journal volume140
    journal issue5
    journal titleJournal of Vibration and Acoustics
    identifier doi10.1115/1.4039800
    journal fristpage51016
    journal lastpage051016-9
    treeJournal of Vibration and Acoustics:;2018:;volume( 140 ):;issue: 005
    contenttypeFulltext
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    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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