Assessment of the structural behavior of corrosion-affected rc beams: Experimental study and modeling

    研究成果: Conference contribution

    1 被引用数 (Scopus)

    抄録

    Structural performance of deteriorated reinforced concrete (RC) members depends on the magnitude and location of steel corrosion. Finite element (FE) method has been applied to the structural performance assessment of corroded RC members; however, the difficulty in quantifying cross-sectional area of rebar embedded into the concrete has been reported as a main challenge for conducting the FE analysis precisely. The two main objectives of this paper are to: (1) experimentally investigate the effects of spatial variability associated with steel corrosion on the structural behavior of a corroded RC beam and (2) establish a FE numerical modeling to assess the structural performance of corroded RC beams. In the experimental study, the spatial variability associated with the steel weight loss over the RC beam is quantified using X-ray and digital image processing techniques. This experimental result is used as input data for the FE analysis. The proposed model provides good agreement with the test results.

    本文言語English
    ホスト出版物のタイトルLife-Cycle of Engineering Systems: Emphasis on Sustainable Civil Infrastructure - 5th International Symposium on Life-Cycle Engineering, IALCCE 2016
    出版社CRC Press/Balkema
    ページ379-384
    ページ数6
    ISBN(印刷版)9781138028470
    出版ステータスPublished - 2017
    イベント5th International Symposium on Life-Cycle Engineering, IALCCE 2016 - Delft, Netherlands
    継続期間: 2016 10 162016 10 20

    Other

    Other5th International Symposium on Life-Cycle Engineering, IALCCE 2016
    CountryNetherlands
    CityDelft
    Period16/10/1616/10/20

    ASJC Scopus subject areas

    • Civil and Structural Engineering
    • Safety, Risk, Reliability and Quality

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