The damage-based fragility analysis and probabilistic safety assessment of containment under internal pressure

被引:3
|
作者
Zheng, Zhi [1 ]
Tian, Aonan [1 ]
Pan, Xiaolan [1 ]
Ji, Duofa [2 ,3 ]
Wang, Yong [1 ]
机构
[1] Taiyuan Univ Technol, Coll Civil Engn, Taiyuan 030024, Peoples R China
[2] Harbin Inst Technol, Minist Educ, Key Lab Struct Dynam Behav & Control, Harbin, Peoples R China
[3] Harbin Inst Technol, Key Lab Smart Prevent Mitigat Civil Engn Disasters, Minist Ind & Informat Technol, Harbin, Peoples R China
基金
中国博士后科学基金; 中国国家自然科学基金;
关键词
PCCV; Fragility evaluation; Internal pressure; Damage ratios; PSA; NUCLEAR-ENERGY; MODELS; VESSEL; RISK;
D O I
10.1016/j.ress.2023.109658
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
A new approach applicable to the probabilistic safety assessment of the prestressed concrete containment vessel (PCCV) under internal pressure is proposed. The proposed procedure uses (a) continuous damage state of the PCCV to characterize the varied damage extent under internal pressure, and (b) damage-based fragility to represent the safety performance of the PCCV. The damage-based fragility is more closely related to component performance than the conventional pressure-based fragility. The use of the continuous damage state of the PCCV enables the different performances of leakage to be considered. The results show that the suggested damage ratios can be used to determine the impact of material uncertainties on the damage behaviors of containment components. The conventional pressure-based fragility analysis method may significantly underestimate the dispersion of the conditional failure probability in comparison with the damage-based fragility method. Based on the estimated fragility results at different confidence levels, the cumulative conditional failure probability (CCFP) of the containment components is obtained by using conventional and proposed probabilistic safety assessment (PSA) methods. It is possible to deduce that the developed damage-based PSA method should be adopted to calculate the CCFP as it provides a more realistic and conservative CCFP of the containment.
引用
收藏
页数:19
相关论文
共 50 条
  • [1] Fragility analysis and probabilistic performance evaluation of nuclear containment structure subjected to internal pressure
    Jin, Song
    Gong, Jinxin
    RELIABILITY ENGINEERING & SYSTEM SAFETY, 2021, 208
  • [2] An optimal procedure for fragility analysis of nuclear containment structures under internal pressure
    Nguyen, Hoang D.
    Kim, Chanyoung
    Shin, Myoungsu
    NUCLEAR ENGINEERING AND TECHNOLOGY, 2025, 57 (06)
  • [3] Probabilistic safety assessment of nuclear containment vessel under internal pressure considering spatial variability of material properties
    Liang, Yan-Ping
    Ren, Xiaodan
    Feng, De-Cheng
    INTERNATIONAL JOURNAL OF PRESSURE VESSELS AND PIPING, 2022, 200
  • [4] Fragility analysis of APR-1400 nuclear containment structures under internal pressure
    Kim, Chanyoung
    Nguyen, Hoang D.
    Shin, Myoungsu
    Lafave, James M.
    NUCLEAR ENGINEERING AND DESIGN, 2025, 433
  • [5] Fragility evaluation of a prestressed concrete containment vessel under internal pressure
    Jin S.
    Li Z.
    Gong J.
    Dong Z.
    Lan T.
    Harbin Gongcheng Daxue Xuebao/Journal of Harbin Engineering University, 2020, 41 (06): : 913 - 921
  • [6] Fragility analysis and probabilistic safety evaluation of the nuclear containment structure under different prestressing loss conditions
    Li, Zhongcheng
    Guo, Junying
    Jin, Song
    Zhang, Peng
    Gong, Jinxin
    ANNALS OF NUCLEAR ENERGY, 2022, 167
  • [7] Failure behavior and probabilistic safety assessment of containment structure under internal pressure considering time-varying prestress loss
    Li, Xinbo
    Wu, Xingyi
    Gong, Jinxin
    ENGINEERING STRUCTURES, 2024, 319
  • [8] Fragility analysis of nuclear containment vessels under accident internal pressure considering statistical uncertainty
    Li, Xinbo
    Wu, Xingyi
    Gong, Jinxin
    Jin, Song
    INTERNATIONAL JOURNAL OF PRESSURE VESSELS AND PIPING, 2025, 216
  • [9] PROBABILISTIC DAMAGE-BASED SEISMIC DEMANDS ANALYSIS OF REINFORCED CONCRETE BRIDGE
    Fan, Qiwu
    Qian, Yongjiu
    Chen, Yuanjiu
    PROCEEDINGS OF INTERNATIONAL CONFERENCE ON EARTHQUAKE ENGINEERING - THE FIRST ANNIVERSARY OF WENCHUAN EARTHQUAKE, 2009, : 464 - 469
  • [10] Fragility analysis and probabilistic safety performance evaluation of nuclear containment structure under local prestressed tendons fracture conditions
    Jin, Song
    Lan, Tianyun
    ANNALS OF NUCLEAR ENERGY, 2022, 178