中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Seismic behavior analysis of control rod dropping by vector form Intrinsic Finite-Element method

文献类型:期刊论文

作者Wu H(吴晗); Peng Q(彭青); Jin, Fenglei; Song JR(宋晶如); Liu XM(刘小明)
刊名NUCLEAR ENGINEERING AND DESIGN
出版日期2024-12
卷号430页码:113660
关键词Control Rod Rod Dropping Vector Form Intrinsic Finite-Element Method
ISSN号0029-5493
DOI10.1016/j.nucengdes.2024.113660
英文摘要Control rod drive mechanism (CDRM) play a major role in ensuring safe operation of nuclear reactor during the earthquake, under which the dropping time of control rod is crucial for safe shutdown. Under the earthquake, Rod Cluster Control Assembly (RCCA) has contact collision with the guide tube, resulting in an increase of friction and a decrease of the speed of the falling rod. In addition, in view of the slender structure of the falling rod, the flexible deformation vibration will occur under the impact excitation, which will aggravate the collision and friction. In order to solve the nonlinear problem caused by contact collision between control rod and guide tube, we proposed a dynamic behavior analysis program of rod dropping based on vector finite element method. In order to simulate contact collision force more accurately, we proposed a conformal contact law to simulate the contact force between control rod and guide tube. The vector finite element model and simulation program are validated by comparing with a rod drop experiment. Based on the developed program, the rod dropping behavior, including rod dropping time, contact force, friction force and control rod deformation under several earthquake condition were discussed in this work.
分类号二类/Q1
WOS研究方向Nuclear Science & Technology
语种英语
WOS记录号WOS:001353481500001
资助机构National Key R & D Program for International Cooperation Project of China {2022YFE0124700] ; Key R & D Development Program of China {2020-JCJQ-ZD-254] ; National Natural Science Foundation of China {12022210, 12032001] ; Basic Science Center Program for Multiscale Problems in Nonlinear Mechanics {11988102] ; Youth Innovation Promotion Association of CAS {2018022]
其他责任者Liu XM
源URL[http://dspace.imech.ac.cn/handle/311007/97182]  
专题力学研究所_流固耦合系统力学重点实验室(2012-)
力学研究所_非线性力学国家重点实验室
作者单位1.【Liu, Xiaoming】 Univ Chinese Acad Sci, Sch Engn Sci, Beijing 100049, Peoples R China
2.【Jin, Fenglei】 China Inst Atom Energy, Beijing 102413, Peoples R China
3.【Peng, Qing & Song, Jingru & Liu, Xiaoming】 Chinese Acad Sci, LNM, Inst Mech, Beijing 100190, Peoples R China
4.【Wu, Han】 Chinese Acad Sci, Inst Mech, LMFS, Beijing 100190, Peoples R China
推荐引用方式
GB/T 7714
Wu H,Peng Q,Jin, Fenglei,et al. Seismic behavior analysis of control rod dropping by vector form Intrinsic Finite-Element method[J]. NUCLEAR ENGINEERING AND DESIGN,2024,430:113660.
APA 吴晗,彭青,Jin, Fenglei,宋晶如,&刘小明.(2024).Seismic behavior analysis of control rod dropping by vector form Intrinsic Finite-Element method.NUCLEAR ENGINEERING AND DESIGN,430,113660.
MLA 吴晗,et al."Seismic behavior analysis of control rod dropping by vector form Intrinsic Finite-Element method".NUCLEAR ENGINEERING AND DESIGN 430(2024):113660.

入库方式: OAI收割

来源:力学研究所

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