Computational Techniques for Stabilized Edge-Based Finite Element Simulation of Nonlinear Free-Surface FlowsSource: Journal of Offshore Mechanics and Arctic Engineering:;2009:;volume( 131 ):;issue: 004::page 41103Author:Renato N. Elias
,
Paulo T. T. Esperança
,
Marcos A. D. Martins
,
Marcos D. A. S. Ferreira
,
Milton A. Gonçalves
,
Alvaro L. G. A. Coutinho
DOI: 10.1115/1.3124136Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: Free-surface flows occur in several problems in hydrodynamics, such as fuel or water sloshing in tanks, waves breaking in ships, offshore platforms, harbors, and coastal areas. The computation of such highly nonlinear flows is challenging, since free-surfaces commonly present merging, fragmentation, and breaking parts, leading to the use of interface-capturing Eulerian approaches. In such methods the surface between two fluids is captured by the use of a marking function, which is transported in a flow field. In this work we discuss computational techniques for efficient implementation of 3D incompressible streamline-upwind/Petrov–Galerkin (SUPG)/pressure-stabilizing/Petrov–Galerkin finite element methods to cope with free-surface problems with the volume-of-fluid method (, and , 2007, “Stabilized Edge-Based Finite Element Simulation of Free-Surface Flows,” Int. J. Numer. Methods Fluids, 54, pp. 965–993). The pure advection equation for the scalar marking function was solved by a fully implicit parallel edge-based SUPG finite element formulation. Global mass conservation is enforced, adding or removing mass proportionally to the absolute value of the normal velocity of the interface. We introduce parallel edge-based data structures, a parallel dynamic deactivation algorithm to solve the marking function equation only in a small region around the interface. The implementation is targeted to distributed memory systems with cache-based processors. The performance and accuracy of the proposed solution method is tested in the simulation of the water impact on a square cylinder and in the propagation of a solitary wave.
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| contributor author | Renato N. Elias | |
| contributor author | Paulo T. T. Esperança | |
| contributor author | Marcos A. D. Martins | |
| contributor author | Marcos D. A. S. Ferreira | |
| contributor author | Milton A. Gonçalves | |
| contributor author | Alvaro L. G. A. Coutinho | |
| date accessioned | 2017-05-09T00:34:50Z | |
| date available | 2017-05-09T00:34:50Z | |
| date copyright | November, 2009 | |
| date issued | 2009 | |
| identifier issn | 0892-7219 | |
| identifier other | JMOEEX-28351#041103_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/141671 | |
| description abstract | Free-surface flows occur in several problems in hydrodynamics, such as fuel or water sloshing in tanks, waves breaking in ships, offshore platforms, harbors, and coastal areas. The computation of such highly nonlinear flows is challenging, since free-surfaces commonly present merging, fragmentation, and breaking parts, leading to the use of interface-capturing Eulerian approaches. In such methods the surface between two fluids is captured by the use of a marking function, which is transported in a flow field. In this work we discuss computational techniques for efficient implementation of 3D incompressible streamline-upwind/Petrov–Galerkin (SUPG)/pressure-stabilizing/Petrov–Galerkin finite element methods to cope with free-surface problems with the volume-of-fluid method (, and , 2007, “Stabilized Edge-Based Finite Element Simulation of Free-Surface Flows,” Int. J. Numer. Methods Fluids, 54, pp. 965–993). The pure advection equation for the scalar marking function was solved by a fully implicit parallel edge-based SUPG finite element formulation. Global mass conservation is enforced, adding or removing mass proportionally to the absolute value of the normal velocity of the interface. We introduce parallel edge-based data structures, a parallel dynamic deactivation algorithm to solve the marking function equation only in a small region around the interface. The implementation is targeted to distributed memory systems with cache-based processors. The performance and accuracy of the proposed solution method is tested in the simulation of the water impact on a square cylinder and in the propagation of a solitary wave. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Computational Techniques for Stabilized Edge-Based Finite Element Simulation of Nonlinear Free-Surface Flows | |
| type | Journal Paper | |
| journal volume | 131 | |
| journal issue | 4 | |
| journal title | Journal of Offshore Mechanics and Arctic Engineering | |
| identifier doi | 10.1115/1.3124136 | |
| journal fristpage | 41103 | |
| identifier eissn | 1528-896X | |
| tree | Journal of Offshore Mechanics and Arctic Engineering:;2009:;volume( 131 ):;issue: 004 | |
| contenttype | Fulltext |