IMECH-IR  > 非线性力学国家重点实验室
Nonlinear model for assessing seismic resilience in nuclear fuel assemblies
Jin YR(靳宇然)1,4; Tan, Ximing2; Peng Q(彭青)1; Wang, Jun2; Song JR(宋晶如)1; Liu XM(刘小明)1,4; Wei, Yueguang3
Source PublicationNUCLEAR ENGINEERING AND DESIGN
2024-08-01
Volume424Pages:14
ISSN0029-5493
Abstract

Seismic events may lead to vibrations of fuel assemblies in the nuclear reactor cores, thus the dynamic analysis of such vibration of fuel assemblies is essential for the safety design of nuclear reactor plant. In this paper, by considering the friction between fuel pins, we proposed a nonlinear mechanical model for both static and dynamic analysis of fuel assemblies for pressurized water reactor (PWR). The proposed model used a two-beam structure with frictional units to mimic friction and possible contacts in the pin bundle during the static and dynamic loading in the air. By using this approach, we could characterize not only the hysteresis loop during the static bending test (the static slingshot experiment), but also the decrease of resonance frequency with increase of seismic load. Further, maximum contact forces during the seismic test are compared with experiment at various impact locations, and the predictions closely match the experimental findings, affirming the scientific validity and accuracy of the proposed model. The proposed model can be further used to analyzing seismic behavior of the entire reactor core structure, providing valuable insights for assessing reactor structural safety and predictive hazard assessments.

KeywordFuel assembly Nonlinear mechanical model Seismic analysis Friction and collision
DOI10.1016/j.nucengdes.2024.113251
Indexed BySCI ; EI
Language英语
WOS IDWOS:001236154600001
WOS Research AreaNuclear Science & Technology
WOS SubjectNuclear Science & Technology
Funding ProjectNational Natural Science Foundation of China[11988102] ; Youth Innovation Promotion Association CAS[2018022] ; National Key R & D Program for International Cooper- ation Project of China[2022YFE0124700] ; Key R & D Development Program of China[2020-JCJQ-ZD-254]
Funding OrganizationNational Natural Science Foundation of China ; Youth Innovation Promotion Association CAS ; National Key R & D Program for International Cooper- ation Project of China ; Key R & D Development Program of China
Department先进材料的跨尺度力学行为
Classification二类/Q1
Ranking1
ContributorLiu, Xiaoming
Citation statistics
Cited Times:1[WOS]   [WOS Record]     [Related Records in WOS]
Document Type期刊论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/95475
Collection非线性力学国家重点实验室
Affiliation1.Chinese Acad Sci, Inst Mech, LNM, Beijing 100190, Peoples R China;
2.China Inst Atom Energy, Beijing 102413, Peoples R China;
3.Peking Univ, Coll Engn, Beijing 100190, Peoples R China;
4.UCAS, Sch Engn Sci, Beijing 100049, Peoples R China
Recommended Citation
GB/T 7714
Jin YR,Tan, Ximing,Peng Q,et al. Nonlinear model for assessing seismic resilience in nuclear fuel assemblies[J]. NUCLEAR ENGINEERING AND DESIGN,2024,424:14.Rp_Au:Liu, Xiaoming
APA Jin YR.,Tan, Ximing.,Peng Q.,Wang, Jun.,Song JR.,...&Wei, Yueguang.(2024).Nonlinear model for assessing seismic resilience in nuclear fuel assemblies.NUCLEAR ENGINEERING AND DESIGN,424,14.
MLA Jin YR,et al."Nonlinear model for assessing seismic resilience in nuclear fuel assemblies".NUCLEAR ENGINEERING AND DESIGN 424(2024):14.
Files in This Item: Download All
File Name/Size DocType Version Access License
Nonlinear model for (7800KB)期刊论文作者接受稿开放获取CC BY-NC-SAView Download
Related Services
Recommend this item
Bookmark
Usage statistics
Export to Endnote
Lanfanshu
Similar articles in Lanfanshu
[Jin YR(靳宇然)]'s Articles
[Tan, Ximing]'s Articles
[Peng Q(彭青)]'s Articles
Baidu academic
Similar articles in Baidu academic
[Jin YR(靳宇然)]'s Articles
[Tan, Ximing]'s Articles
[Peng Q(彭青)]'s Articles
Bing Scholar
Similar articles in Bing Scholar
[Jin YR(靳宇然)]'s Articles
[Tan, Ximing]'s Articles
[Peng Q(彭青)]'s Articles
Terms of Use
No data!
Social Bookmark/Share
File name: Nonlinear model for assessing seismic resilience in nuclear fuel assemblies.pdf
Format: Adobe PDF
This file does not support browsing at this time
All comments (0)
No comment.
 

Items in the repository are protected by copyright, with all rights reserved, unless otherwise indicated.