Study on Inelastic Strain-Based Seismic Fragility Analysis for Nuclear Metal Components

The main purpose of this study is to investigate the feasibility of the seismic fragility analysis (FA) with the strain-based failure modes for the nuclear metal components retaining pressure boundary. Through this study, it is expected that we can find analytical ways to enhance the high confidence...

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Main Authors: Gyeong-Hoi Koo, Shinyoung Kwag, Hyun-Suk Nam
Format: Article
Language:English
Published: MDPI AG 2021-06-01
Series:Energies
Subjects:
Online Access:https://www.mdpi.com/1996-1073/14/11/3269
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author Gyeong-Hoi Koo
Shinyoung Kwag
Hyun-Suk Nam
author_facet Gyeong-Hoi Koo
Shinyoung Kwag
Hyun-Suk Nam
author_sort Gyeong-Hoi Koo
collection DOAJ
description The main purpose of this study is to investigate the feasibility of the seismic fragility analysis (FA) with the strain-based failure modes for the nuclear metal components retaining pressure boundary. Through this study, it is expected that we can find analytical ways to enhance the high confidence of low probability of failure (<i>HCLPF</i>) capacity potentially contained in the conservative seismic design criteria required for the nuclear metal components. Another goal is to investigate the feasibility of the seismic FA to be used as an alternative seismic design rule for beyond-design-basis earthquakes. To do this, the general procedures of the seismic FA using the inelastic seismic analysis for the nuclear metal components are investigated. Their procedures are described in detail by the exampled calculations for the surge line nozzles connecting hot leg piping and the pressurizer, known as one of the seismic fragile components in NSSS (Nuclear Steam Supply System). To define the seismic failure modes for the seismic FA, the seismic strain-based design criteria, with two seismic acceptance criteria against the ductile fracture failure mode and fatigue-induced failure mode, are used in order to reduce the conservatism contained in the conventional stress-based seismic design criteria. In the exampled calculation of the inelastic seismic strain response beyond an elastic regime, precise inelastic seismic analyses with Chaboche’s kinematic and Voce isotropic hardening material models are used. From the results of the seismic FA by the probabilistic approach for the exampled target component, it is confirmed that the approach of the strain-based seismic FA can extract the maximum seismic capacity of the nuclear metal components with more accurate inelastic seismic analysis minimizing the number of variables for the components.
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spelling doaj.art-ba8b70fd48a34cf9904405b3b103c95c2023-11-21T22:40:36ZengMDPI AGEnergies1996-10732021-06-011411326910.3390/en14113269Study on Inelastic Strain-Based Seismic Fragility Analysis for Nuclear Metal ComponentsGyeong-Hoi Koo0Shinyoung Kwag1Hyun-Suk Nam2Korea Atomic Energy Research Institute, Daejeon 34057, KoreaDepartment of Civil and Environmental Engineering, Hanbat National University, Daejeon 34158, KoreaKHNP Central Research Institute, Daejeon 305-353, KoreaThe main purpose of this study is to investigate the feasibility of the seismic fragility analysis (FA) with the strain-based failure modes for the nuclear metal components retaining pressure boundary. Through this study, it is expected that we can find analytical ways to enhance the high confidence of low probability of failure (<i>HCLPF</i>) capacity potentially contained in the conservative seismic design criteria required for the nuclear metal components. Another goal is to investigate the feasibility of the seismic FA to be used as an alternative seismic design rule for beyond-design-basis earthquakes. To do this, the general procedures of the seismic FA using the inelastic seismic analysis for the nuclear metal components are investigated. Their procedures are described in detail by the exampled calculations for the surge line nozzles connecting hot leg piping and the pressurizer, known as one of the seismic fragile components in NSSS (Nuclear Steam Supply System). To define the seismic failure modes for the seismic FA, the seismic strain-based design criteria, with two seismic acceptance criteria against the ductile fracture failure mode and fatigue-induced failure mode, are used in order to reduce the conservatism contained in the conventional stress-based seismic design criteria. In the exampled calculation of the inelastic seismic strain response beyond an elastic regime, precise inelastic seismic analyses with Chaboche’s kinematic and Voce isotropic hardening material models are used. From the results of the seismic FA by the probabilistic approach for the exampled target component, it is confirmed that the approach of the strain-based seismic FA can extract the maximum seismic capacity of the nuclear metal components with more accurate inelastic seismic analysis minimizing the number of variables for the components.https://www.mdpi.com/1996-1073/14/11/3269nuclear componentseismic fragility analysisseismic capacity<i>HCLPF</i>strain-based seismic criteriaductile fracture
spellingShingle Gyeong-Hoi Koo
Shinyoung Kwag
Hyun-Suk Nam
Study on Inelastic Strain-Based Seismic Fragility Analysis for Nuclear Metal Components
Energies
nuclear component
seismic fragility analysis
seismic capacity
<i>HCLPF</i>
strain-based seismic criteria
ductile fracture
title Study on Inelastic Strain-Based Seismic Fragility Analysis for Nuclear Metal Components
title_full Study on Inelastic Strain-Based Seismic Fragility Analysis for Nuclear Metal Components
title_fullStr Study on Inelastic Strain-Based Seismic Fragility Analysis for Nuclear Metal Components
title_full_unstemmed Study on Inelastic Strain-Based Seismic Fragility Analysis for Nuclear Metal Components
title_short Study on Inelastic Strain-Based Seismic Fragility Analysis for Nuclear Metal Components
title_sort study on inelastic strain based seismic fragility analysis for nuclear metal components
topic nuclear component
seismic fragility analysis
seismic capacity
<i>HCLPF</i>
strain-based seismic criteria
ductile fracture
url https://www.mdpi.com/1996-1073/14/11/3269
work_keys_str_mv AT gyeonghoikoo studyoninelasticstrainbasedseismicfragilityanalysisfornuclearmetalcomponents
AT shinyoungkwag studyoninelasticstrainbasedseismicfragilityanalysisfornuclearmetalcomponents
AT hyunsuknam studyoninelasticstrainbasedseismicfragilityanalysisfornuclearmetalcomponents