高経年化した部材中のコンクリート強度予測手法の提案  [in Japanese] PREDICTION OF STRENGTH OF CONCRETE IN LONG-LIVED CONCRETE MEMBER  [in Japanese]

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Author(s)

    • 丸山 一平 MARUYAMA Ippei
    • 名古屋大学大学院環境学研究科都市環境学専攻 准教授・博士(工学) Assoc. Prof., Graduate School of Environmental Studies, Nagoya Univ., Dr. Eng.
    • 五十嵐 豪 IGARASHI Go
    • 名古屋大学大学院環境学研究科都市環境学専攻 大学院生・日本学術振興会特別研究員DC Graduate Student, Dept. of Environmental Engineering and Architecture, Nagoya Univ., JSPS Research Fellow

Abstract

Prediction system for compressive concrete strength in aged structural member is proposed. This system is composed of models of rate of hydration, cement paste phase composition, heat production, specific heat, compressive strength, vapor desorption isotherm, coupled heat and moisture transfer. Each model is verified through experimental data. This system is aiming for the structural member which can not be accessed or can not be evaluated by the core sample test. Using non-destructive data or quality control sample's data, this system might illustrate the distribution and development of concrete strength in structural member properly. From the calculation results for a concrete member exposed to high temperature condition, strength development as well as distribution is quite sensitive to the boundary condition, and this concludes that the evaluation of structural member under such special condition needs precise boundary conditions.

Journal

  • Journal of Structural and Construction Engineering (Transactions of AIJ)

    Journal of Structural and Construction Engineering (Transactions of AIJ) 77(673), 323-332, 2012

    Architectural Institute of Japan

Codes

  • NII Article ID (NAID)
    130004508124
  • Text Lang
    JPN
  • ISSN
    1340-4202
  • Data Source
    J-STAGE 
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