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논문 기본 정보

자료유형
학술저널
저자정보
Wu Chang (Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University) Chen Tao (Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University) Su Yanli (Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University) Lan Tianyun (Shenzhen China Nuclear Power Engineering Design Co., Ltd) Meng Shaoping (Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University)
저널정보
한국원자력학회 Nuclear Engineering and Technology Nuclear Engineering and Technology Vol.56 No.2
발행연도
2024.2
수록면
485 - 497 (13page)
DOI
10.1016/j.net.2023.10.025

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초록· 키워드

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Ring beam is the main anchorage zone of the tendons in the nuclear power prestressed concrete containment vessel (PCCV). Its safety is crucial and has a great influence on the overall performance of PCCV. In this paper, two half-scale ring beams were tested to investigate the mechanical performance of the anchorage zone in the PCCV under multidirectional pressure. The effect of working condition with different tension sequences was investigated. Additionally, a half axisymmetric plane model of the containment was established by the finite element simulation to further predict the experimental responses and propose the local reinforcement design in the anchorage zone of the ring beam. The results showed that the ultimate load of the specimens under both working conditions was greater than the nominal ultimate tensile force. The original reinforcement design could meet the bearing capacity requirements, but there was still room for optimization. The ring beam was generally under pressure in the anchorage area, while the splitting force appeared in the under-anchor area, and the spalling force appeared in the corner area of the tooth block, which could be targeted for local strengthening design.

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