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

• DOI: 10.1016/j.nucengdes.2014.08.024
• Publication Date: 2014-09-25T23:52:27Z
• Authors: Chunfeng Zhao; Jianyun Chen; Qiang Xu
• Keywords: Slosh dynamics; Fluid–structure interaction; Water tanks; Seismic loading; Added mass; Oscillation (cell signaling); Water storage

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 El-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 h 2 , 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.