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    Using multi-type sensor measurements for damage detection of shear connectors in composite bridges under moving loads

    Access Status
    Fulltext not available
    Authors
    Fan, X.
    Li, Jun
    Hao, Hong
    Chen, Z.
    Date
    2017
    Type
    Journal Article
    
    Metadata
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    Citation
    Fan, X. and Li, J. and Hao, H. and Chen, Z. 2017. Using multi-type sensor measurements for damage detection of shear connectors in composite bridges under moving loads. Computers and Concrete. 20 (5): pp. 521-527.
    Source Title
    Computers and Concrete
    DOI
    10.12989/cac.2017.20.5.521
    ISSN
    1598-8198
    School
    School of Civil and Mechanical Engineering (CME)
    URI
    http://hdl.handle.net/20.500.11937/60380
    Collection
    • Curtin Research Publications
    Abstract

    This paper proposes using the multi-type sensor vibration measurements, such as from a relative displacement sensors and a traditional accelerometer for the damage detection of shear connectors in composite bridge under moving loads. Hilbert-Huang Transform (HHT) spectra of these responses will be fused with a data fusion approach i.e., Dempster-Shafer method, to detect the damage of shear connectors. Experimental studies on a composite bridge model in the laboratory are conducted to demonstrate the effectiveness and performance of using the proposed approach in detecting the damage of shear connectors in composite bridges. Both undamaged and damaged scenarios are considered. The detection results with the data fusion of multi-type sensor measurements show a more reliable and robust performance and accuracy, avoiding the false identifications.

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    • Damage assessment of shear connectors with vibration measurements and power spectral density transmissibility
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      Damage of shear connectors in slab-on-girder structures will result in shear slippage between slab and girder, which significantly reduces the load-carrying capacity of the bridge. This paper proposes a dynamic damage ...
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