QALE-FEM for Numerical Modelling of Nonlinear Interaction between 3 D Moored Floating Bodies and Steep Waves

This paper presents further development of the QALE-FEM (Quasi Arbitrary Lagrangian-Eulerian Finite Element Method) based on a fully nonlinear potential theory to numerically simulate nonlinear responses of 3D moored floating bodies to steep waves. In the QALE-FEM (recently developed by the authors and applied to 2D floating bodies), the complex unstructured mesh is generated only once at the beginning of calculation and is moved to conform to the motion of boundaries at other time steps by using a robust spring analogy method specially suggested for this kind of problems, avoiding the necessity of high cost remeshing. In order to tackle challenges associated with 3D floating bodies, several new numerical techniques are developed in this paper. These include the technique for moving the mesh near body surfaces, the scheme for calculating velocity on 3D body surfaces and the ISITIMFB-M (Iterative Semi-Implicit Time Integration Method for Floating Bodies Modified) procedure that is more efficient for dealing with the full coupling between waves and bodies. Using the newly developed techniques and methods, various cases for 3D floating bodies with motions of up to 6 degrees of freedom (DoFs) are simulated. These include a SPAR platform, a barge-type floating body and one or two Wigley Hulls in head seas or in oblique waves. For some selected cases, the numerical results are compared with experimental data available in the public domain and satisfactory agreements are achieved. Many results presented in this paper have not been found elsewhere to the best knowledge of the authors.

[1]  A. Andonowati,et al.  Applying the finite element method in numerically solving the two dimensional free-surface water wave equations , 1998 .

[2]  Stephan T. Grilli,et al.  Numerical Modeling of Extreme Wave Slamming on Cylindrical Offshore Support Structures , 2006 .

[3]  Giorgio Contento,et al.  Numerical wave tank computations of nonlinear motions of two-dimensional arbitrarily shaped free floating bodies , 2000 .

[4]  R. L. Davies,et al.  Neptune Project: Spar History and Design Considerations , 1997 .

[5]  Yusong Cao,et al.  Three‐dimensional desingularized boundary integral methods for potential problems , 1991 .

[6]  Masashi Kashiwagi Full-Nonlinear Simulations of Hydrodynamic Forces on a Heaving Two-Dimensional Body , 1996 .

[7]  Qingwei Ma,et al.  Numerical simulation of nonlinear interaction between structures and steep waves , 1998 .

[8]  M. S. Celebi,et al.  Fully Nonlinear 3-D Numerical Wave Tank Simulation , 1998 .

[9]  Carlo L. Bottasso,et al.  The ball-vertex method: a new simple spring analogy method for unstructured dynamic meshes , 2005 .

[10]  Pierre Ferrant,et al.  Run-up on a body in waves and current. Fully nonlinear and finite-order calculations , 2000 .

[11]  Eugenio Oñate,et al.  Fluid-structure interaction using the particle finite element method , 2006 .

[12]  G. X. Wu,et al.  Time stepping solutions of the two-dimensional nonlinear wave radiation problem , 1995 .

[13]  Minoo H. Patel,et al.  On the non-linear forces acting on a floating spar platform in ocean waves , 2001 .

[14]  Katsuji Tanizawa,et al.  Development of a 3D-NWT for simulation of running ship motions in waves , 2001 .

[15]  Dick K. P. Yue,et al.  Computations of fully nonlinear three-dimensional wave–wave and wave–body interactions. Part 2. Nonlinear waves and forces on a body , 2001, Journal of Fluid Mechanics.

[16]  Wei Bai,et al.  Higher-order boundary element simulation of fully nonlinear wave radiation by oscillating vertical cylinders , 2006 .

[17]  Qingwei Ma,et al.  Meshless local Petrov-Galerkin method for two-dimensional nonlinear water wave problems , 2005 .

[18]  Qingwei Ma,et al.  Effects of an Arbitrary Sea Bed On Responses of Moored Floating Structures to Steep Waves , 2007 .

[19]  Michael Selwyn Longuet-Higgins,et al.  The deformation of steep surface waves on water - I. A numerical method of computation , 1976, Proceedings of the Royal Society of London. A. Mathematical and Physical Sciences.

[20]  P. George,et al.  3D Delaunay mesh generation coupled with an advancing-front approach , 1998 .

[21]  Rainald Löhner,et al.  An unstructured-grid based volume-of-fluid method for extreme wave and freely-floating structure interactions , 2006 .

[22]  Charbel Farhat,et al.  A three-dimensional torsional spring analogy method for unstructured dynamic meshes , 2002 .

[23]  Alistair G.L. Borthwick,et al.  Wave–structure interaction using coupled structured–unstructured finite element meshes , 2003 .

[24]  J. M. Watt Numerical Initial Value Problems in Ordinary Differential Equations , 1972 .

[25]  T Vinje,et al.  NONLINEAR SHIP MOTIONS , 1981 .

[26]  G. X. Wu,et al.  Simulation of nonlinear interactions between waves and floating bodies through a finite-element-based numerical tank , 2004, Proceedings of the Royal Society of London. Series A: Mathematical, Physical and Engineering Sciences.

[27]  Weoncheol Koo,et al.  Freely floating-body simulation by a 2D fully nonlinear numerical wave tank , 2004 .

[28]  Katsuji Tanizawa,et al.  Estimation of Wave Drift Force By Numerical Wave Tank , 1999 .

[29]  Moo-Hyun Kim,et al.  Fully nonlinear interactions of waves with a three-dimensional body in uniform currents , 1998 .

[30]  C. Z. Wang,et al.  An unstructured-mesh-based finite element simulation of wave interactions with non-wall-sided bodies , 2006 .

[31]  Pei Wang,et al.  An efficient numerical tank for non-linear water waves, based on the multi-subdomain approach with BEM , 1995 .

[32]  Günther Clauss,et al.  Numerical simulation of nonlinear transient waves and its validation by laboratory data , 1999 .

[33]  R. Eatock Taylor,et al.  The coupled finite element and boundary element analysis of nonlinear interactions between waves and bodies , 2003 .

[34]  R. Eatock Taylor,et al.  Finite element analysis of two-dimensional non-linear transient water waves , 1994 .

[35]  Roland W. Lewis,et al.  Three-dimensional unstructured mesh generation: Part 2. Surface meshes , 1996 .

[36]  K. R. Drake,et al.  Interactions between nonlinear water waves and non-wall-sided 3D structures , 2007 .

[37]  A Nonlinear Simulation Method of 3-D Body Motions in Waves (1st Report) : Formulation of the Method with Acceleration Potential , 1995 .

[38]  M Kashiwagi Non-linear simulations of wave-induced motions of a floating body by means of the mixed Eulerian-Lagrangian method , 2000 .

[39]  Rodney Eatock Taylor On Modelling the Diffraction of Water Waves , 2007 .

[40]  Arthur M. Reed,et al.  Modern Seakeeping Computations for Ships , 2001 .

[41]  Q. W. Ma,et al.  Numerical simulation of fully nonlinear interaction between steep waves and 2D floating bodies using the QALE-FEM method , 2007, J. Comput. Phys..

[42]  K. Tanizawa A Nonlinear Simulation Method of 3-D Body Motions in Waves (1st Report) , 1995 .

[43]  Qingwei Ma,et al.  QALE‐FEM for modelling 3D overturning waves , 2009 .

[44]  J. Batina Unsteady Euler airfoil solutions using unstructured dynamic meshes , 1989 .

[45]  Wei Bai,et al.  Numerical simulation of fully nonlinear regular and focused wave diffraction around a vertical cylinder using domain decomposition , 2007 .

[46]  S. Yan,et al.  Quasi ALE finite element method for nonlinear water waves , .

[47]  M. S. Celebi,et al.  Nonlinear transient wave–body interactions in steady uniform currents , 2001 .

[48]  Stephan T. Grilli,et al.  Modeling of Breaking and Post-breaking Waves on Slopes by Coupling of BEM and VOF Methods , 2003 .

[49]  Frédéric Dias,et al.  A fast method for nonlinear three-dimensional free-surface waves , 2006, Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences.

[50]  G. Wu,et al.  Finite element simulation of fully non‐linear interaction between vertical cylinders and steep waves. Part 1: methodology and numerical procedure , 2001 .

[51]  A. P. Shashikala,et al.  Dynamics of a moored barge under regular and random waves , 1997 .

[52]  Philippe Guyenne,et al.  A Fully Nonlinear Model for Three-dimensional Overturning Waves over Arbitrary Bottom 1 , 1997 .