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    Prestressing force quantification and structural condition monitoring of prestressed segmental concrete beams

    Access Status
    Fulltext not available
    Embargo Lift Date
    2025-08-09
    Authors
    Li, Han
    Date
    2023
    Supervisor
    Jun Li
    Hong Hao
    Type
    Thesis
    Award
    PhD
    
    Metadata
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    Faculty
    Science and Engineering
    School
    School of Civil and Mechanical Engineering
    URI
    http://hdl.handle.net/20.500.11937/92911
    Collection
    • Curtin Theses
    Abstract

    This thesis conducts prestressing force quantification and structural condition monitoring of prestressed segmental concrete beams. Experimental studies on three prestressed segmental concrete beams with different joint types connected by different types of tendons are conducted. Numerical models of the tested beams are developed. Identification of damage severity and damage localization are conducted. The results demonstrate that the proposed approaches can determine the location and assess the extent of structural damage in prestressed segmental concrete beams.

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