An accurate FSI-SPH modeling of challenging fluid-structure interaction problems in two and three dimensions
The recently developed FSI-SPH model (Sun et al., 2019c), by combining the multi-resolution δ+-SPH scheme and a Total Lagrangian SPH method, is further extended for more complex three-dimensional (3D) Fluid Structure Interaction (FSI) problems. The FSI-SPH model is strengthened with advanced numeric...
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| Published in | Ocean engineering Vol. 221; p. 108552 |
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| Main Authors | , , , |
| Format | Journal Article |
| Language | English |
| Published |
Elsevier Ltd
01.02.2021
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| Subjects | |
| Online Access | Get full text |
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| Abstract | The recently developed FSI-SPH model (Sun et al., 2019c), by combining the multi-resolution δ+-SPH scheme and a Total Lagrangian SPH method, is further extended for more complex three-dimensional (3D) Fluid Structure Interaction (FSI) problems. The FSI-SPH model is strengthened with advanced numerical techniques, in which a combination of the Particle Shifting Technique (PST) and the Tensile Instability Control (TIC) is adopted to prevent flow voids induced by the tensile instability. The Adaptive Particle Refinement (APR) is used to refine particles in the boundary layer region and coarsen particles in the far-field to increase local accuracy but reduce overall computational cost. Moreover, the δ+-SPH and Total Lagrangian SPH solvers are coupled through a Modified Sequential Staggered (MSS) algorithm which, on one hand, ensures the numerical accuracy and stability and, on the other hand, improves the efficiency when magnitudes of time steps between the two solvers differ from each other significantly. In the numerical results, challenging 2D and 3D FSI cases are simulated to test the accuracy of the proposed FSI-SPH model. A new FSI benchmark with free-surface is proposed to highlight the advantage of this FSI-SPH model in simulating free-surface viscous flows. In addition, 3D effects in the FSI dam-breaking and sloshing cases are investigated.
•Multi-resolution δ+-SPH model is accurately and efficiently coupled with the Total Lagrangian SPH model.•Complex three-dimensional (3D) Fluid Structure Interaction (FSI) problems are simulated and validated.•A new benchmark named FSI4 is proposed.•The 3D effects in the FSI dam-breaking and sloshing cases are highlighted. |
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| AbstractList | The recently developed FSI-SPH model (Sun et al., 2019c), by combining the multi-resolution δ+-SPH scheme and a Total Lagrangian SPH method, is further extended for more complex three-dimensional (3D) Fluid Structure Interaction (FSI) problems. The FSI-SPH model is strengthened with advanced numerical techniques, in which a combination of the Particle Shifting Technique (PST) and the Tensile Instability Control (TIC) is adopted to prevent flow voids induced by the tensile instability. The Adaptive Particle Refinement (APR) is used to refine particles in the boundary layer region and coarsen particles in the far-field to increase local accuracy but reduce overall computational cost. Moreover, the δ+-SPH and Total Lagrangian SPH solvers are coupled through a Modified Sequential Staggered (MSS) algorithm which, on one hand, ensures the numerical accuracy and stability and, on the other hand, improves the efficiency when magnitudes of time steps between the two solvers differ from each other significantly. In the numerical results, challenging 2D and 3D FSI cases are simulated to test the accuracy of the proposed FSI-SPH model. A new FSI benchmark with free-surface is proposed to highlight the advantage of this FSI-SPH model in simulating free-surface viscous flows. In addition, 3D effects in the FSI dam-breaking and sloshing cases are investigated.
•Multi-resolution δ+-SPH model is accurately and efficiently coupled with the Total Lagrangian SPH model.•Complex three-dimensional (3D) Fluid Structure Interaction (FSI) problems are simulated and validated.•A new benchmark named FSI4 is proposed.•The 3D effects in the FSI dam-breaking and sloshing cases are highlighted. |
| ArticleNumber | 108552 |
| Author | Sun, Peng-Nan Zhang, A-Man Oger, Guillaume Le Touzé, David |
| Author_xml | – sequence: 1 givenname: Peng-Nan surname: Sun fullname: Sun, Peng-Nan email: sunpn@mail.sysu.edu.cn organization: School of Marine Engineering and Technology, Sun Yat-sen University, Zhuhai, 519082, China – sequence: 2 givenname: David surname: Le Touzé fullname: Le Touzé, David email: david.letouze@ec-nantes.fr organization: Ecole Centrale Nantes, LHEEA Lab. (ECN and CNRS), Nantes, 44300, France – sequence: 3 givenname: Guillaume surname: Oger fullname: Oger, Guillaume email: guillaume.oger@ec-nantes.fr organization: Ecole Centrale Nantes, LHEEA Lab. (ECN and CNRS), Nantes, 44300, France – sequence: 4 givenname: A-Man surname: Zhang fullname: Zhang, A-Man email: zhangaman@hrbeu.edu.cn organization: College of Shipbuilding Engineering, Harbin Engineering University, Harbin, 150001, China |
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| Snippet | The recently developed FSI-SPH model (Sun et al., 2019c), by combining the multi-resolution δ+-SPH scheme and a Total Lagrangian SPH method, is further... |
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| SubjectTerms | [formula omitted]+-SPH Fluid-structure interaction FSI-SPH Smoothed particle hydrodynamics Tensile instability Viscous flow |
| Title | An accurate FSI-SPH modeling of challenging fluid-structure interaction problems in two and three dimensions |
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