Updating the reliability of concrete structures subjected to carbonation

Touya Hagino, Mitsuyoshi Akiyama, Ikumasa Yoshida

    研究成果: Conference article査読

    1 被引用数 (Scopus)

    抄録

    Due to the existence of uncertainties associated with mechanical properties, geometric configuration, loadings, and imperfect knowledge associated with the evaluations and predictions of material deterioration, probabilistic methods have been applied in the design and performance assessment of concrete structures to quantify these unavoidable uncertainties. This paper presents an approach for improving the accuracy in the life-cycle reliability assessment of reinforced concrete (RC) structures subjected to the carbonation by the Sequential Monte Carlo Simulation (SMCS). Using SMCS, multiple random variables related to observation information can be updated simultaneously, even if non-Gaussian random variables are involved and relationships between the observation information and random variables are nonlinear. The effect of the magnitude of inspected carbonation depth on the updated estimates of reliability associated with the occurrence of steel corrosion is discussed in this paper.

    本文言語English
    論文番号e079
    ジャーナルSustainable Construction Materials and Technologies
    2013-August
    出版ステータスPublished - 2013 1 1
    イベント3rd International Conference on Sustainable Construction Materials and Technologies, SCMT 2013 - Kyoto, Japan
    継続期間: 2013 8 182013 8 21

    ASJC Scopus subject areas

    • 土木構造工学
    • 建築および建設
    • 材料力学
    • 材料科学(全般)

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