Evaluation of Ultimate Pressure Capacity of Wolsong Containment Structure

월성 원자력발전소 격납건물의 극한내압평가

  • 곽효경 (한국과학기술원 건설 및 환경공학과) ;
  • 김재홍 (한국과학기술원 건설 및 환경공학과) ;
  • 김선훈 (영동대학교 토목환경공학과) ;
  • 정연석 (한국원자력안전기술원)
  • Published : 2005.04.01

Abstract

Nuclear containment structure is the last barrier for being secure from any nuclear power plant accident. Even though the safety requirements of nuclear power plant have been focused on removing accidental situations, nuclear containment structure must reserve the sufficient resisting capacity to any accident because it works as the last barrier. The acceptable nuclear containment structure makes possible to limit the effect of internal accidents and to avoid radioactive release. In this study, to conduct the numerical analysis for the structural safety of a containment structure, loss of coolant accident (LOCA) is considered as the basic accidental load, and Wolsong containment structure is considered as a target structure. The CANDU containment structure, such as Wolsong containment structure, is a prestressed concrete shell structure which has dome and is reinforced with bonded tendons. The evaluation of ultimate pressure capacity was conducted by nonlinear analysis of a prestressed concrete containment structure.

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