Three-Dimensional Seismic Analysis and Safety Evaluation for Nuclear Pump of Nuclear Power Plant Based on the RCC-M Code

被引:0
作者
Meng Jigang [1 ,2 ]
Yang Shuhua [2 ]
Wang Yuefang [1 ,3 ]
机构
[1] Dalian Univ Technol, Dept Engn Mech, Dalian 116023, Peoples R China
[2] Shenyang Blower Works Grp Ltd, Ctr Tech, Shenyang 110142, Peoples R China
[3] State Key Lab Struct Anal Ind Equipment, Dalian 116024, Peoples R China
来源
ADVANCES IN VIBRATION ENGINEERING | 2011年 / 10卷 / 04期
基金
美国国家科学基金会;
关键词
Nuclear pump; Seismic analysis; Safety evaluation; RCC-M Code;
D O I
暂无
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Pumps are important equipments of nuclear power plants. The most significant difference between nuclear power pumps and ordinary pumps is strict requirements on reliability and safety by design codes. The nuclear pumps must keep structural intactness and be able to function what they are designed for under strong earthquakes. In this paper, a three-dimensional model of a nuclear power pump based on real project designs is established by SolidWorks software. Hexahedron-dominated elements are used to mesh the finite element model of the pump by ANSYS to obtain solution of seismic analysis. A static analysis in normal conditions defined by Technical Specification of the pump is performed to determine the distribution of basic initial stress. Then, a modal analysis considering the initial stress is carried out to solve the free vibration of the structure. Afterwards, a spectrum analysis considering two horizontal loads and one vertical load is accomplished to obtain seismic responses of deformation and stress distribution of the pump. A post-procession is performed to get the superposition and linearization of dynamical and static results. Finally, the safety of the pump under seismic circumstance is evaluated through comparison of linearized stress on specific paths with the stress intensity limit urged by the RCC-M Code at the level of the given operating condition. The present analysis ensures that the pump will be safe and be able to fulfill the requirement by the RCC-M Code.
引用
收藏
页码:343 / 352
页数:10
相关论文
共 10 条
  • [2] Seismic analysis of nuclear power plants by using three-dimensional finite element models: a review
    Onitsuka, Shohei
    Iijima, Tadashi
    Yamada, Tomonori
    Yoshimura, Shinobu
    JOURNAL OF NUCLEAR SCIENCE AND TECHNOLOGY, 2019, 56 (01) : 1 - 16
  • [3] Seismic safety evaluation and resilient analysis of nuclear containment based on failure probability
    Fan, Qiaoqiao
    Lu, Zheng
    Zhao, Bin
    Qian, Jiang
    Jiang, Di
    ENGINEERING STRUCTURES, 2024, 317
  • [4] Theoretical Seismic Analysis of Butterfly Valve for Nuclear Power Plant
    Han, Sang Uk
    Ahn, Jun Tae
    Lee, Kyung Chul
    Han, Seung Ho
    TRANSACTIONS OF THE KOREAN SOCIETY OF MECHANICAL ENGINEERS A, 2012, 36 (09) : 1009 - 1015
  • [5] Seismic and Structure Analysis of a Temporary Rack Construction in a Nuclear Power Plant
    Kim, Heung Tae
    Lee, Young Shin
    TRANSACTIONS OF THE KOREAN SOCIETY OF MECHANICAL ENGINEERS A, 2011, 35 (10) : 1265 - 1271
  • [6] Seismic Analysis of an Intake Tunnel of Different Tunnellining Programs for a Nuclear Power Plant
    Wang, Guizhen
    Li, Yingmin
    Lu, Zhipeng
    ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING, PTS 1-4, 2013, 353-356 : 2084 - +
  • [7] Structure and flow field analysis of bearing cooling fans of the circulating cooling water pump in a nuclear power plant
    Wu M.-Z.
    Wang X.-D.
    Sun D.-C.
    Wu, Ming-Zhe (15712428426@163.com), 2016, Northeast University (37): : 383 - 386
  • [8] Seismic finite element analysis of passive rectangular heat pipe heat exchange tank in nuclear power plant
    He, Jiadong
    Lu, Song
    Kang, Jian
    Lu, Tao
    NUCLEAR ENGINEERING AND DESIGN, 2025, 432
  • [9] Structural analysis of the CAREM-25 nuclear power plant subjected to the design basis accident and seismic loads
    Ambrosini, Daniel
    Codina, Ramon H.
    Curadelli, Oscar
    Martinez, Carlos A.
    ANNALS OF NUCLEAR ENERGY, 2017, 108 : 42 - 56
  • [10] Evaluation of analytical solutions and two-dimensional models in estimating the internal forces of tunnel lining against seismic loading, compared with three-dimensional analysis
    Ali Lakirouhani
    Mahshad Saberi
    Arabian Journal of Geosciences, 2022, 15 (12)