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학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
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To evaluate the structural integrity of the NPP containment building more rigorously, the effective prestress, which is one of the most affecting elements, needs to be estimated exactly. This paper presents the results of an experimental study to determine the effective prestress force in prestressed concrete beams. It is possible to improve the effective prestress measuring method by test beam, which is being applied for the investigation of the nuclear power plant in operation. If experimentally evaluated Lift-Off method in this study can be coupled with test beam test currently being used in in-service nuclear power plant, it is possible to measure prestress loss of the tendon and the level of the effective prestress load.
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참고문헌 (6)
참고문헌 신청
건설교통부 / 2005 / 도로교설계기준
한국전력공사 / 1999 / 월성 1호기 격납건물 포스트텐션닝 계통 가동중 검사, 최종보고서(10년차, 15년차, 20 년차)
한국전력공사 / 2003 / 월성 3호기 격납건물 포스트텐션닝 계통 가동중 검사, 최종보고서(1년차, 2년차, 5년 차)
한국원자력안전기술원 / 2005 / 격납건물 텐던 유효응력 평가방법 및 콘크리트 비선형 재료 모델 정립
Stephen Pessiki / 1996 / Evaluation of Effective Prestress Force in 28- Year-Old Prestressed Concrete Bridge Beams / PCI Journal 29(1):78~89
한국전력공사 / 1999 / 월성 1호기 격납건물 포스트텐션닝 계통 가동중 검사, 최종보고서(10년차, 15년차, 20 년차)
한국전력공사 / 2003 / 월성 3호기 격납건물 포스트텐션닝 계통 가동중 검사, 최종보고서(1년차, 2년차, 5년 차)
한국원자력안전기술원 / 2005 / 격납건물 텐던 유효응력 평가방법 및 콘크리트 비선형 재료 모델 정립
Stephen Pessiki / 1996 / Evaluation of Effective Prestress Force in 28- Year-Old Prestressed Concrete Bridge Beams / PCI Journal 29(1):78~89
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