Estimation analysis of a defect depth in a concrete based on the adjoint variable method (Numerical experiment assuming observed displacement by the hammering test)

  • YOSHIHARA Kenta
    Department of Mechanical Engineering, Nagaoka University of Technology
  • KURAHASHI Takahiko
    Department of Mechanical Engineering, Nagaoka University of Technology
  • MURAKAMI Yuki
    Department of Civil Engineering, National Institute of Technology, Nagaoka College
  • TOYAMA Shigehiro
    Department of Electronic Control Engineering, National Institute of Technology, Nagaoka College
  • IKEDA Fujio
    Department of Mechanical Engineering, National Institute of Technology, Nagaoka College
  • IYAMA Tetsuro
    Department of Mechanical Engineering, National Institute of Technology, Nagaoka College
  • IHARA Ikuo
    Department of Mechanical Engineering, Nagaoka University of Technology

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Other Title
  • 随伴変数法に基づくコンクリート内部における欠陥深さの推定解析(打音検査による観測変位量を想定した数値実験)

Abstract

<p>In this study, the estimation of a defect depth in concrete is carried out based on the finite element and the adjoint variable methods. As the governing equation, the equation of motion is employed, and the finite element and Newmark’s β methods are applied to discretize the equation in space and time, respectively. The estimation of the response of the displacement at observation point and a defect depth is carried out by using based on the adjoint variable method. In the numerical experiment, the defect depth is estimated using the observed displacement value. Results of numerical experiment and some discussions are shows in this paper.</p>

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