Assessment of leak-tightness for nuclear reactor containment under overpressure conditions considering aging effects

This paper assesses the aging effects on the leak-tightness of containment under overpressure conditions. A global containment model and the detailed sub-models for the three main penetration regions in the containment are established. The main aging forms and mechanisms of containment are clarified...

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Main Authors: Xinbo Li, Jinxin Gong
Format: Article
Language:English
Published: Elsevier 2025-01-01
Series:Nuclear Engineering and Technology
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S1738573324004157
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author Xinbo Li
Jinxin Gong
author_facet Xinbo Li
Jinxin Gong
author_sort Xinbo Li
collection DOAJ
description This paper assesses the aging effects on the leak-tightness of containment under overpressure conditions. A global containment model and the detailed sub-models for the three main penetration regions in the containment are established. The main aging forms and mechanisms of containment are clarified, and corresponding simulation schemes are provided. Through numerical simulation, the impacts of different aging forms on the failure pressure of containment are discussed from a deterministic perspective. Finally, the fragility and functional failure probability of containment under different aging conditions are evaluated. When 60 years of concrete degradation and prestress loss are considered, the pressure capacities of equipment hatch, personnel airlock, and pipe penetration are reduced by approximately 5 %. Upon further considering steel liner corrosion, when the corrosion degree reaches 30 %, the pressure capacities of these regions are reduced by 24.37 %, 25.52 %, and 22.83 %, respectively. Within the scope of this study, the impact of steel liner corrosion on the risk of containment leakage is the most pronounced, whereas the impact of concrete degradation is minimal. If steel liner corrosion occurs simultaneously in three penetration regions, the whole containment will fail to meet the probabilistic performance goal when the corrosion degree reaches 30 %.
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spelling doaj-art-8d60c9d093b54941bc6348c91a21d0922025-01-12T05:24:40ZengElsevierNuclear Engineering and Technology1738-57332025-01-01571103167Assessment of leak-tightness for nuclear reactor containment under overpressure conditions considering aging effectsXinbo Li0Jinxin Gong1Institute of Structural Engineering, Dalian University of Technology, Dalian, 116024, China; State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, 116024, ChinaInstitute of Structural Engineering, Dalian University of Technology, Dalian, 116024, China; State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, 116024, China; Corresponding author: Institute of Structural Engineering, Dalian University of Technology, Dalian, 116024, China.This paper assesses the aging effects on the leak-tightness of containment under overpressure conditions. A global containment model and the detailed sub-models for the three main penetration regions in the containment are established. The main aging forms and mechanisms of containment are clarified, and corresponding simulation schemes are provided. Through numerical simulation, the impacts of different aging forms on the failure pressure of containment are discussed from a deterministic perspective. Finally, the fragility and functional failure probability of containment under different aging conditions are evaluated. When 60 years of concrete degradation and prestress loss are considered, the pressure capacities of equipment hatch, personnel airlock, and pipe penetration are reduced by approximately 5 %. Upon further considering steel liner corrosion, when the corrosion degree reaches 30 %, the pressure capacities of these regions are reduced by 24.37 %, 25.52 %, and 22.83 %, respectively. Within the scope of this study, the impact of steel liner corrosion on the risk of containment leakage is the most pronounced, whereas the impact of concrete degradation is minimal. If steel liner corrosion occurs simultaneously in three penetration regions, the whole containment will fail to meet the probabilistic performance goal when the corrosion degree reaches 30 %.http://www.sciencedirect.com/science/article/pii/S1738573324004157Nuclear reactor containmentAgingLeak-tightnessPenetration regionsPressure capacityFragility
spellingShingle Xinbo Li
Jinxin Gong
Assessment of leak-tightness for nuclear reactor containment under overpressure conditions considering aging effects
Nuclear Engineering and Technology
Nuclear reactor containment
Aging
Leak-tightness
Penetration regions
Pressure capacity
Fragility
title Assessment of leak-tightness for nuclear reactor containment under overpressure conditions considering aging effects
title_full Assessment of leak-tightness for nuclear reactor containment under overpressure conditions considering aging effects
title_fullStr Assessment of leak-tightness for nuclear reactor containment under overpressure conditions considering aging effects
title_full_unstemmed Assessment of leak-tightness for nuclear reactor containment under overpressure conditions considering aging effects
title_short Assessment of leak-tightness for nuclear reactor containment under overpressure conditions considering aging effects
title_sort assessment of leak tightness for nuclear reactor containment under overpressure conditions considering aging effects
topic Nuclear reactor containment
Aging
Leak-tightness
Penetration regions
Pressure capacity
Fragility
url http://www.sciencedirect.com/science/article/pii/S1738573324004157
work_keys_str_mv AT xinboli assessmentofleaktightnessfornuclearreactorcontainmentunderoverpressureconditionsconsideringagingeffects
AT jinxingong assessmentofleaktightnessfornuclearreactorcontainmentunderoverpressureconditionsconsideringagingeffects