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National Taiwan Ocean University MSVLAB Department of Harbor and River Engineering. Null-field boundary integral equation approach for hydrodynamic scattering by multiple circular and elliptical cylinders. Jai-Wei Lee and Jeng-Tzong Chen. Date: Jan. 13, 2010 Time: 11:50~12:10
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National Taiwan Ocean University MSVLAB Department of Harbor and River Engineering Null-field boundary integral equation approach for hydrodynamic scattering by multiple circular and elliptical cylinders Jai-Wei Lee and Jeng-Tzong Chen Date: Jan. 13, 2010 Time: 11:50~12:10 Place: Lectrue Theater F
Outline • Introduction of NTOU/MSV group • Motivation and problem statement • Method of solution • Illustrative examples • Conclusions
Outline • Introduction of NTOU/MSV group • Motivation and problem statement • Method of solution • Illustrative examples • Conclusions
The 8th ACFD Conference in HK, 2010.1. 10~14 Keelung HKUST NTOU
1978 1983 1985 1987 1986 1987 1988 1985 NTOU/MSV Group members (2010) 1959 1955 1962 1962 1971 1972 1975 1976
陳俊賢 (J S Chen, UCLA) Jeong-Guon Ih (KAIST, Korea) (黃晉, China) 陳 鞏(USA, Texas A M) (M.Tanaka, Japan) 余德浩 中國科學院 程宏達 (Alex H.-D. Cheng, USA) 陳清祥 (C. S. Chen, USA) 姚振漢 (Yao Z H, China) 美國 中國 NTOU/MSV visitors 杜慶華 (Q. H. Du,China) 吳漢津 (H C Wu, Iowa, USA) 日 本 南 韓 吳鼎文 (T. W. Wu, USA) 祝家麟 (J. L. Zhu, China)
Outline • Introduction of NTOU/MSV group • Motivation and problem statement • Method of solution • Illustrative examples • Conclusions
Introduction of water wave problem(single cylinder) Analytical solution circular elliptical MacCamy and Fuchs (1954) Goda and Yoshimura (1972)
Introduction of water wave problem(multiple cylinders) y 3 7 1 4 2b 2 x Analytical solutions are not available Semi-analytical methods Spring and Monkmeyer (1974) Multipole expansion Linton and Evans (1990) Chatjigeorgio and Mavrakos (2009) AOR (2009) Meshless method Present method Boundary type (Null-field BIEM)
Introduction of water wave problem(multiple cylinders) OK Multipole expansion OK (Null-field BIEM) ? Multipole expansion To the authors’ best knowledge
Problem statement (3D) constant water depth Governing equation Linearized wave theory and method of separation variables
Reduction to 2D Problem Incident wave field Radiation field Governing equation Boundary condition Governing equation Boundary condition
Outline • Introduction of NTOU/MSV group • Motivation and problem statement • Method of solution • Illustrative examples • Conclusions
Boundary integral equation and null-field boundary integral equation Interior case Exterior case Degenerate (separable) form
Degenerate (separable) form of fundamental solution (2D) Ellipse Extension Circle
Degenerate kernels Addition theorem (Morse and Feshbach’s book) Methods of Theoretical Physics, 1953, p.1421 Normalized constants Modified Mathieu functions of the third kind (norm) Analytical study
Contour plots of the closed-form fundamental solution and the degenerate kernel Re Im Abs Closed-form fundamental solution Degenerate kernel
Degenerate kernels (polar coordinates) (elliptic coordinates)
Expansions of boundary densities and incident plane wave for circular boundaries Boundary densities Fourier series Incident plane wave Polar coordinates
Expansions of boundary densities and incident plane wave for elliptical boundaries Boundary densities Eigenfunction expansion (Mathieu functions) Incident plane wave Elliptic coordinates
Keypoint for solving the problem with elliptical boundaries Orthogonal relations are reserved
Adaptive observer systems and linear algebraic equations Collocation point Boundary contour integration
Outline • Introduction of NTOU/MSV group • Motivation and problem statement • Method of solution • Illustrative examples • Conclusions
Illustrative examples • Case 1: A single elliptical cylinder • Case 2: Two parallel identical elliptical cylinders • Case 3: One circular and one elliptical cylinders
Resultant forces of an elliptical cylinder Number of degree of freedom [3] Au M. C. and Brebbia C. A., “Diffraction of water waves for vertical cylinders using boundary elements”, Applied Mathematical Modelling, Vol. 7, (1983), pp 106-114.
Resultant forces of an elliptical cylinder Number of degree of freedom [3] Au M. C. and Brebbia C. A., “Diffraction of water waves for vertical cylinders using boundary elements”, Applied Mathematical Modelling, Vol. 7, (1983), pp 106-114.
Resultant forces of two parallel identical elliptical cylinders
Resultant forces of two cylinders containing one circular and one elliptical cylinder
Outline • Introduction of NTOU/MSV group • Motivation and problem statement • Method of solution • Illustrative examples • Conclusions
Conclusions 1.The higher accurate and faster convergence rate of the present method over the EBM is observed 2.Null-field BIEM in conjunction with adaptive observer system and the degenerate kernel can solve water wave problems containing circular and elliptical cylinders in a semi-analytical way. 3. This method also belongs to a meshless methodsince collocation points on the boundaries are only required.
The end Thanks for your kind attentions Welcome to visit the web site of MSVLAB/NTOU http://msvlab.hre.ntou.edu.tw/
Extension (circle to ellipse) Expand fundamental solution by using the degenerate kernel
Degenerate kernels(polar coordinates) Page 36 2010/01/13
Four degenerate kernels(elliptic coordinates) Page 37 2010/01/13
Adaptive observer systems and linear algebraic equations Collocation point Collocation point Boundary contour integration Boundary contour integration
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Elliptic coordinates and Mathieu function angular coordinate radial coordinate Mathieu function Modified Mathieu function
Resultant forces of a circular cylinder Number of degree of freedom
Degenerate (separable) form of fundamental solution (1D) jump continuous
Elliptic coordinates and Mathieu function angular coordinate radial coordinate Mathieu function Modified Mathieu function
Difference between the 33rd CTAM and present work Water wave problems Eigenproblems Interior problem Interior problem 33rd CTAM Present work
Resultant forces of an elliptical cylinder [3] Au M. C. and Brebbia C. A., “Diffraction of water waves for vertical cylinders using boundary elements”, Applied Mathematical Modelling, Vol. 7, (1983), pp 106-114.
Boundary densities Expand boundary densities by using the Fourier series andeigenfunction expansion Circular boundaries Elliptical boundaries
Expansions of incident plane wave using the polar and the elliptic coordinates Circular boundaries Elliptical boundaries
Boundary densities Expand boundary densities by using the eigenfunction expansion is a constants along the elliptical boundary
Successful experiences in 2-D eigenproblems with circular boundaries Complex-valued kernel Kernel UT or LM Real-part Inner boundary Imaginary-part Degenerate kernel (Polar coordinates) UT equation (Singular) LM equation (Hypersingular) Spurious eigenvalues Spurious eigenvalues Chen et al. Proc. R. Soc. Lond., Ser. A, 2002 & 2003 Kuo et al. Int. J. Numer. Meth. Engng. 2000 (Found and treated) Key point
Elliptic coordinates and Mathieu function angular coordinate radial coordinate Mathieu function Modified Mathieu function