Chen Jianyun

Professor   Supervisor of Doctorate Candidates   Supervisor of Master's Candidates

Gender:Male

Alma Mater:大连理工大学

Degree:Doctoral Degree

School/Department:水利工程系

Discipline:Hydraulic Structure Engineering. Disaster Prevention & Mitigation Engineering. Structural Engineering. Project Management

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Paper Publications

FSI effects and seismic performance evaluation of water storage tank of AP1000 subjected to earthquake loading

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Date:2019-03-09

Indexed by:Journal Article

Date of Publication:2014-12-01

Journal:NUCLEAR ENGINEERING AND DESIGN

Included Journals:Scopus、EI、SCIE

Volume:280

Page Number:372-388

ISSN:0029-5493

Abstract:The gravity water storage tank of AP1000 is designed to cool down the temperature of containment vessel by spray water when accident releases mass energy. However, the influence of fluid-structure interaction between water and water tank of AP1000 on dynamic behavior of shield building is still a hot research question. The main objective of the current study is to investigate how the fluid-structure interaction affects the dynamic behavior of water tank and whether the water sloshing and oscillation can reduce the seismic response of the shield building subjected to earthquake. For this purpose, a fluid-structure interaction algorithm of finite element technique is employed for the seismic analysis of water storage tank of AP1000. In the finite element model, 8 cases height of water, such as 10.8, 9.8, 8.8, 7.8, 6.8, 5.8, 4.8, and 3.8 m, are established and compared with the empty water tank in order to demonstrate the positive effect in mitigating the seismic response. An Arbitrary Lagrangian Eulerian (ALE) algorithm is used to simulate the fluid-structure interaction, fluid sloshing and oscillation of water tank under the EI-Centro earthquake. The correlation between seismic response and parameters of water tank in terms of height of air (h(1)), height of water (h(2)), height ratio of water to tank (h(2)/H-w) and mass ratio of water to total structure (m(w)/m(t)) is also analyzed. The numerical results clearly show that the optimal h2, h(2)/H-w and m(w)/m(t) to structure are 8.8 m, 0.7458 and 5.7235%, which can reduce the seismic response under earthquake loading most effectively. In addition, the maximum pressure distribution, maximum principle stress distribution, oscillation frequency and overturning moment of water tank and shield building are also obtained and analyzed. (C) 2014 Elsevier B.V. All rights reserved.

Personal Profile


2004 -博士生导师,大连理工大学土木水利学院
2006- 教授,大连理工大学土木水利学院
2007- 2008 研究生院副院长
2009 - 2014 建设工程学部水利学院 副院长
1999 -2004 副教授,大连理工大学土木水利学院 ,工程抗震研究所副所长