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Numerical Analysis on the Development of Shut off Damper for a Tsunami at a Nuclear Plant

원자력 발전소의 해일 차단용 댐퍼 개발을 위한 수치해석

  • Received : 2014.06.05
  • Accepted : 2014.09.19
  • Published : 2014.10.15

Abstract

The purpose of this study was to predict the load effect on a damper installed at a nuclear power plant building after a tsunami using a volume of fluid (VOF) numerical analysis method. The wave height was determined by a sine wave function and the tsunami condition was estimated by the wave length. Also, using computational fluid dynamics (CFD), the maximum damper load was set as a boundary condition for the structural analysis that verified how stress and deformation affect the damper. As a result, such simulations estimated the highest stress distribution for a wave length of 350 m with a maximum stress present at the cross point of stiffness installed at the rear end of the damper. The total deformation was approximately 32 mm at the center of damper.

Keywords

References

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