Coupled MPS-modal superposition method for 2D nonlinear
fluid-structure interaction problems with free surface
Coupled MPS-modal superposition method for 2D nonlinear
fluid-structure interaction problems with free surface
In this paper, a coupled MPS-modal superposition method is developed for 2D nonlinear fluid-structure interaction problems. In this method, the rigid-body and relatively small elastic deformation are coupled together, which considers the mutual effect between them. The elastic deformation of the structure is represented by a mode superposition formulation, which is more efficient compared with FEM, regardless of the size of the structure. For 2D cases, if the first three modes are chosen to represent the flexible deformation of the structure, it only results in a 6×6 matrix equation to be solved. For the fluid motion, the modified Moving Particle Semi-implicit (MPS) method, which significantly reduces the fluctuation of pressure calculation of the original MPS method, is used.
Two nonlinear problems, i.e. breaking-water-dam impacting a floating beam and flexible wedge slamming into the water are simulated to demonstrate the performance of the developed method. The numerical simulations show that this coupling model is capable of providing stable results that are generally in good agreement with the available experimental data. For the highly nonlinear case with very large rigid motions, the mutual effect between elastic deformation and rigid motions could accumulate to a relatively remarkable level shown by the curves of trajectories or acceleration history of the body mass centre. This also indicates the importance of mutual effect to analyse highly nonlinear FSI problems with large rigid-body motions and relatively small flexible deformation.
Keywords
Moving particle semi-implicit (MPS) method; Fluid structure interaction (FSI); Modal superposition; Free surface flow; Floating beam; Flexible wedge dropping
moving particle semi-implicit (MPS) method, fluid structure interaction (FSI), modal superposition, free surface flow, floating beam, flexible wedge dropping
295-323
Sun, Zhe
59e9a029-3204-41bc-8543-faa8b25f4a4b
Djidjeli, K.
94ac4002-4170-495b-a443-74fde3b92998
Xing, Jing
d4fe7ae0-2668-422a-8d89-9e66527835ce
Cheng, Fai
4976692e-a800-4947-bfea-a93032eed29e
February 2016
Sun, Zhe
59e9a029-3204-41bc-8543-faa8b25f4a4b
Djidjeli, K.
94ac4002-4170-495b-a443-74fde3b92998
Xing, Jing
d4fe7ae0-2668-422a-8d89-9e66527835ce
Cheng, Fai
4976692e-a800-4947-bfea-a93032eed29e
Sun, Zhe, Djidjeli, K., Xing, Jing and Cheng, Fai
(2016)
Coupled MPS-modal superposition method for 2D nonlinear
fluid-structure interaction problems with free surface.
Journal of Fluids and Structures, 61, .
(doi:10.1016/j.jfluidstructs.2015.12.002).
Abstract
In this paper, a coupled MPS-modal superposition method is developed for 2D nonlinear fluid-structure interaction problems. In this method, the rigid-body and relatively small elastic deformation are coupled together, which considers the mutual effect between them. The elastic deformation of the structure is represented by a mode superposition formulation, which is more efficient compared with FEM, regardless of the size of the structure. For 2D cases, if the first three modes are chosen to represent the flexible deformation of the structure, it only results in a 6×6 matrix equation to be solved. For the fluid motion, the modified Moving Particle Semi-implicit (MPS) method, which significantly reduces the fluctuation of pressure calculation of the original MPS method, is used.
Two nonlinear problems, i.e. breaking-water-dam impacting a floating beam and flexible wedge slamming into the water are simulated to demonstrate the performance of the developed method. The numerical simulations show that this coupling model is capable of providing stable results that are generally in good agreement with the available experimental data. For the highly nonlinear case with very large rigid motions, the mutual effect between elastic deformation and rigid motions could accumulate to a relatively remarkable level shown by the curves of trajectories or acceleration history of the body mass centre. This also indicates the importance of mutual effect to analyse highly nonlinear FSI problems with large rigid-body motions and relatively small flexible deformation.
Keywords
Moving particle semi-implicit (MPS) method; Fluid structure interaction (FSI); Modal superposition; Free surface flow; Floating beam; Flexible wedge dropping
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More information
Accepted/In Press date: 11 December 2015
e-pub ahead of print date: 12 January 2016
Published date: February 2016
Keywords:
moving particle semi-implicit (MPS) method, fluid structure interaction (FSI), modal superposition, free surface flow, floating beam, flexible wedge dropping
Organisations:
Computational Engineering & Design Group
Identifiers
Local EPrints ID: 385854
URI: http://eprints.soton.ac.uk/id/eprint/385854
ISSN: 0889-9746
PURE UUID: 0f7456d6-26ea-4c80-b4a9-29df6659838d
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Date deposited: 25 Jan 2016 13:59
Last modified: 14 Mar 2024 22:24
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Author:
Zhe Sun
Author:
Fai Cheng
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