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    Optimal Sensor Placement for Substructural Response Reconstruction

    Source: Journal of Applied Mechanics:;2014:;volume( 081 ):;issue: 006::page 61007
    Author:
    Ye, Q.
    ,
    Law, S. S.
    DOI: 10.1115/1.4026574
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In an existing substructural dynamic response reconstruction method (Li, J., and Law, S.S., 2011. “Substructural Response Reconstruction in Wavelet Domain,â€‌ ASME J. Appl. Mech., 78(4), p. 041010) developed by Law, two sets of sensors are needed for the reconstruction of dynamic responses at selected degreesoffreedom. A method to find the optimal sensor placement is presented in this paper for the substructural response reconstruction. It is based on the effective independence method but in the time domain. Unlike previous methods on sensor placement, two sets of optimal sensor placement are needed with the first set for estimating the interface forces between substructures, and the second set for reconstructing the responses. Sensors that capture the most information of the interface forces will be selected into the first set, and the subsequently estimated interface forces are used to reconstruct the responses at the second set of selected degreesoffreedom. The selection of the second set of sensors is based on the least measurement noise effect in the response reconstruction process. A boxsection bridge deck is adopted in the simulation studies. Numerical simulations with the forward and backward sequential sensor placement methods show that the proposed method could give reasonable predictions with smaller error in the reconstructed responses, and sensor locations along the major directions of the interface forces should be selected into the first or the second set of sensor configuration.
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      Optimal Sensor Placement for Substructural Response Reconstruction

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    contributor authorYe, Q.
    contributor authorLaw, S. S.
    date accessioned2017-05-09T01:04:55Z
    date available2017-05-09T01:04:55Z
    date issued2014
    identifier issn0021-8936
    identifier otherjam_081_06_061007.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/153845
    description abstractIn an existing substructural dynamic response reconstruction method (Li, J., and Law, S.S., 2011. “Substructural Response Reconstruction in Wavelet Domain,â€‌ ASME J. Appl. Mech., 78(4), p. 041010) developed by Law, two sets of sensors are needed for the reconstruction of dynamic responses at selected degreesoffreedom. A method to find the optimal sensor placement is presented in this paper for the substructural response reconstruction. It is based on the effective independence method but in the time domain. Unlike previous methods on sensor placement, two sets of optimal sensor placement are needed with the first set for estimating the interface forces between substructures, and the second set for reconstructing the responses. Sensors that capture the most information of the interface forces will be selected into the first set, and the subsequently estimated interface forces are used to reconstruct the responses at the second set of selected degreesoffreedom. The selection of the second set of sensors is based on the least measurement noise effect in the response reconstruction process. A boxsection bridge deck is adopted in the simulation studies. Numerical simulations with the forward and backward sequential sensor placement methods show that the proposed method could give reasonable predictions with smaller error in the reconstructed responses, and sensor locations along the major directions of the interface forces should be selected into the first or the second set of sensor configuration.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleOptimal Sensor Placement for Substructural Response Reconstruction
    typeJournal Paper
    journal volume81
    journal issue6
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.4026574
    journal fristpage61007
    journal lastpage61007
    identifier eissn1528-9036
    treeJournal of Applied Mechanics:;2014:;volume( 081 ):;issue: 006
    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
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