期刊
JOURNAL OF SHIP RESEARCH
卷 63, 期 3, 页码 143-153出版社
SOC NAVAL ARCHITECTS MARINE ENGINEERS
DOI: 10.5957/JOSR.09180082
关键词
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资金
- National Natural Science Foundation of China [51879159, 51490675, 11432009, 51579145]
- Chang Jiang Scholars Program [T2014099]
- Shanghai Excellent Academic Leaders Program [17XD1402300]
- Program for Professor of Special Appointment (Eastern Scholar) at Shanghai Institutions of Higher Learning [2013022]
- Innovative Special Project of Numerical Tank of Ministry of Industry and Information Technology of China [2016-23/09]
- Lloyd's Register Foundation
The sloshing phenomenon in a partially loaded oil tanker or liquid natural gas ship is a typical fluid-structure interaction problem involving multi-physics, violent free-surface flow, and nonlinear structural response. In the past decades, the complex phenomenon has been commonly investigated without consideration of the hydro-elastic behaviors of the bulkheads. In our previous work, the liquid sloshing phenomenon in a two-dimensional (2-D) elastic tank was numerically studied. However, the bulkheads of the tank will deform within the three-dimensional (3-D) space in reality. So, it is necessary to study the 3-D sloshing problem in an elastic tank. In this article, a hybrid approach is developed within the Lagrangian system. The moving particle semi-implicit (MPS) method is used to simulate the evolution of 3-D flow with a violent free surface, and the finite element method (FEM) is used for the numerical analysis of structural response due to the impact loads of the sloshing flow. To couple the MPS method and the FEM method, an interpolation scheme based on the kernel function of the particle method is proposed for the communication on the isomerous interface between the fluid and structure domains. The reliability of force and deformation interpolation modules is validated by two tests. Then, the sloshing phenomenon in a 3-D elastic tank is numerically investigated and compared against the previous published 2-D results. By varying the Young's modulus of the tank walls, characteristics regarding the evolutions of free surface, variation of impact pressures, and dynamic responses of the structures are presented.
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