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    Damage identification in a substructure of a box-section girder

    Access Status
    Fulltext not available
    Authors
    Li, Jun
    Law, S.
    Date
    2011
    Type
    Conference Paper
    
    Metadata
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    Citation
    Li, J. and Law, S. 2011. Damage identification in a substructure of a box-section girder, in Roeck, G. (ed), Proceedings of the 8th International Conference on Structural Dynamics, EURODYN 2011, Jul 4-6 2011, pp. 2357-2363. Leuven, Belgium: Katholieke Universiteit.
    Source Title
    Proceedings of the 8th International Conference on Structural Dynamics, EURODYN 2011
    ISBN
    9789076019314
    School
    Department of Civil Engineering
    URI
    http://hdl.handle.net/20.500.11937/50940
    Collection
    • Curtin Research Publications
    Abstract

    This paper proposes a substructural damage identification approach without the information of responses and forces at interface degrees-of-freedom. The proposed algorithm is based on a dynamic response reconstruction technique using the unit impulse response function in the wavelet domain. The relationship between two sets of time-domain response vectors from a target substructure is formulated. Only the finite element model of the intact target substructure and measured acceleration responses from the damaged substructure are required for the identification. Numerical studies on a three-dimensional box-section girder are conducted to investigate the accuracy and effectiveness of the proposed method of substructural damage identification. The simulated damage can be identified effectively even with 10% noise in the measured data.

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