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National Taiwan Ocean University
MSVLAB Department of Harbor and River Engineering Dual BEM since 1986 with emphasis on vibrations and acoustics J T Chen (陳正宗特聘教授) Department of Harbor and River Engineering National Taiwan Ocean University, Keelung, Taiwan Jan. 08, 15:10-15:40, 2007 台日聲學研討會 (Tai-Jap-aco2007.ppt)
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Outlines Overview of BEM and dual BEM Mathematical formulation
Hypersingular BIE Nonuniqueness and its treatments Degenerate scale True and spurious eigensolution (interior prob.) Fictitious frequency (exterior acoustics) Conclusions
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Top ten countries of BEM and dual BEM
USA (3423) , China (1288) , UK, Japan, Germany, France, Taiwan (551), Canada, South Korea, Italy (No.7) Dual BEM (Made in Taiwan) UK (119), USA (90), Taiwan (69), China (46), Germany, France, Japan, Australia, Brazil, Slovenia (No.3) (ISI information Nov.06, 2006) 台灣加油 FEM Taiwan (No.9/1311)
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Top ten countries of FEM, FDM and Meshless methods
USA, China, Japan, France, Germany, England, South Korea, Canada, Taiwan, Italy Meshless methods USA, China, Singapore, Japan, Spain, Germany, Slovakia, England, France, Taiwan FDM USA, Japan, China, England, France, Germany, Canada, Taiwan, South Korea, Italy (ISI information Nov.06, 2006)
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Top three scholars on BEM and dual BEM
Aliabadi M H (UK, Queen Mary College) Mukherjee S (USA, Cornell Univ.) Chen J T (Taiwan, Ocean Univ.) 56 篇 Tanaka M (Japan, Shinshu Univ.) Dual BEM (Made in Taiwan) Aliabadi M H (UK, Queen Mary Univ. London) Chen J T (Taiwan, Ocean Univ.) 43 篇 Power H (UK, Univ Nottingham) (ISI information Nov.06, 2006) NTOU/MSV 加油
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Top 25 scholars on BEM/BIEM since 2001
NTOU/MSV Taiwan 北京清華姚振漢教授提供(Nov., 2006)
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Overview of numerical methods
Domain Boundary MFS Trefftz method MLS, EFG DE PDE- variational IE 7
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Number of Papers of FEM, BEM and FDM
6 2 1 (Data form Prof. Cheng A. H. D.)
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Growth of BEM/BIEM papers
(data from Prof. Cheng A.H.D.)
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Advantages of BEM Disadvantages of BEM 北京清華
Discretization dimension reduction Infinite domain (half plane) Interaction problem Local concentration Disadvantages of BEM 北京清華 Integral equations with singularity Full matrix (nonsymmetric)
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BEM and meshless methods can be seen as a supplement of FEM.
BEM and FEM BEM and meshless methods can be seen as a supplement of FEM. (2) BEM utilizes the discretization concept of FEM as well as the limitation. Whether the supplement is needed or not depends on its absolutely superior area than FEM. Crack & large scale problems Ó NTUCE
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What Is Boundary Element Method ?
Finite element method Boundary element method What Is Boundary Element Method ? 5 4 1 2 6 3 1 2 geometry node the Nth constant or linear element N Ó NTUCE
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Artifical boundary introduced ! Dual integral equations needed !
Dual BEM Why hypersingular BIE is required (potential theory) Degenerate boundary 7 4 7 4 6 5 6 5 8 3 8 3 10 9 1 2 1 2 Artifical boundary introduced ! BEM Dual integral equations needed ! Dual BEM Ó NTUCE
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Some researchers on Dual BEM
Chen(1986) 412 citings in total Hong and Chen (1988) 71 citings ASCE Portela and Aliabadi (1992) 188 citings IJNME Mi and Aliabadi (1994) Wen and Aliabadi (1995) Chen and Chen (1995) 新竹清華 黎在良等---斷裂力學邊界數值方法(1996) 周慎杰(1999) Chen and Hong (1999) 76 citings ASME Niu and Wang (2001) Yu D H, Zhu J L, Chen Y Z, Tan R J … cite Ó NTUCE
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1969 2006 1986 Dual Integral Equations by Hong and Chen(1984-1986)
Singular integral equation Hypersingular integral equation Cauchy principal value Hadamard principal value Boundary element method Dual boundary element method 1969 2006 1986 normal boundary degenerate boundary Ó NTUCE
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Degenerate boundary geometry node the Nth constant or linear element 7
(-1,0.5) (1,0.5) 7 4 the Nth constant or linear element N 6 5 8 3 (0,0) 1 2 (-1,-0.5) (1,-0.5) 5(+) 6(+) 5(+) 6(-) 5(+) 6(+) 5(+) 6(+) 5(+) 6(+) 5(+) 6(-) 5(+) 6(-) 5(+) 6(-)
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How to get additional constraints
The constraint equation is not enough to determine coefficients of p and q, Another constraint equation is required
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Original data from Prof. Liu Y J
BEM Cauchy kernel singular DBEM Hadamard kernel hypersingular crack 1888 Integral equation (1984) (2000) FMM Large scale Degenerate kernel Original data from Prof. Liu Y J Desktop computer fauilure
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Fundamental solution Field response due to source (space)
Green’s function Casual effect (time) K(x,s;t,τ)
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Green’s function, influence line and moment diagram
Force Force s x s s=1/2 x=1/4 G(x,s) G(x,s) x s Moment diagram s:fixed x:observer Influence line s:moving x:observer(instrument)
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Two systems u and U U(x,s) Domain(D) u(x) s source Boundary (B)
Infinite domain
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Dual integral equations for a domain point (Green’s third identity for two systems, u and U)
Primary field Secondary field where U(s,x)=ln(r) is the fundamental solution.
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Dual integral equations for a boundary point (x push to boundary)
Singular integral equation Hypersingular integral equation where U(s,x) is the fundamental solution.
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Potential theory Single layer potential (U) Double layer potential (T)
Normal derivative of single layer potential (L) Normal derivative of double layer potential (M)
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Physical examples for potentials
Force Moment U:moment diagram T:moment diagram L:shear diagram M:shear diagram
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Order of pseudo-differential operators
Single layer potential (U) (-1) Double layer potential (T) --- (0) Normal derivative of single layer potential (L) --- (0) Normal derivative of double layer potential (M) --- (1) Pseudo differential operator Real differential operator
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Calderon projector
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How engineers avoid singularity
BEM / BIEM Improper integral Singularity & hypersingularity Regularity Fictitious BEM Bump contour Limit process Fictitious boundary Achenbach et al. (1988) Null-field approach Guiggiani (1995) Gray and Manne (1993) Collocation point CPV and HPV Ill-posed Waterman (1965)
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Definitions of R.P.V., C.P.V. and H.P.V. using bump approach
R.P.V. (Riemann principal value) C.P.V.(Cauchy principal value) H.P.V.(Hadamard principal value) Definitions of R.P.V., C.P.V. and H.P.V. using bump approach Ó NTUCE
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Principal value in who’s sense
Common sense Riemann sense Lebesgue sense Cauchy sense Hadamard sense (elasticity) Mangler sense (aerodynamics) Liggett and Liu’s sense The singularity that occur when the base point and field point coincide are not integrable. (1983)
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Two approaches to understand HPV
Differential first and then trace operator (Limit and integral operator can not be commuted) Trace first and then differential operator (Leibnitz rule should be considered)
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Bump contribution (2-D)
s T s x x L s M s x x
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Bump contribution (3-D)
0` s s x x s s x x
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Successful experiences since 1986
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Solid rocket motor (Army工蜂火箭)
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X-ray detection (三溫暖測試)
Crack initiation crack growth Stress reliever
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FEM simulation
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Stress analysis
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BEM simulation
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Shong-Fon II missile (Navy)
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IDF (Air Force)
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Flow field
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V-band structure (Tien-Gen missile)
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FEM simulation
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Seepage flow
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FEM (iteration No.49) BEM(iteration No.13)
Free surface seepage flow using hypersingular formulation FEM (iteration No.49) BEM(iteration No.13) Initial guess Initial guess After iteration After iteration Remesh area Remesh line
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Meshes of FEM and BEM
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Incomplete partition in room acoustics
b a e c t=0
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Water wave problem with breakwater
Free water surface S x Top view O y z breakwater oblique incident water wave
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Reflection and Transmission
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Cracked torsion bar
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IEEE J MEMS
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Radiation and scattering problems
Nonuniform radiaton scattering 2
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Adaptive Mesh BEM FEM DtN interface 5
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Strategy of adaptive BEM
Mesh Singular Equation Hypersingular Equation Error estimator Error estimator Solution u,t u,t 21
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Nonuniform radiation: Dirichlet problem
Numerical solution: BEM Numerical solution: FEM 64 ELEMENTS 2791 ELEMENTS Nonuniform radiation: Dirichlet problem 9
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Is it possible ! No hypersingularity ! No subdomain !
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Degenerate boundary problems
Multi-domain BEM u=0 r=1 interface Subdomain 1 Subdomain 2 Dual BEM
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Conventional BEM in conjunction with SVD
Singular Value Decomposition Rank deficiency originates from two sources: (1). Degenerate boundary (2). Nontrivial eigensolution Nd=5 Nd=4 Nd=5
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UT BEM + SVD (Present method) Sub domain Dual BEM versus k
Determinant versus k Dual BEM Determinant versus k
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k=3.14 k=3.82 k=4.48 UT BEM+SVD k=3.09 k=3.84 k=4.50 FEM (ABAQUS)
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BEM trap ? Why engineers should learn mathematics ?
Well-posed ? Existence ? Unique ? Mathematics versus Computation equivalent ? Some examples
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Numerical and physical resonance
Numerical resonance radiation incident wave
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Numerical phenomena (Fictitious frequency)
t(a,0) A story of NTU Ph.D. students
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Numerical phenomena (Spurious eigensolution)
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Treatments SVD updating term Burton & Miller method CHIEF method
Mathematical analysis and numerical study for free vibration of plate using BEM-69
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Conclusions Introduction of dual BEM
The role of hypersingular BIE was examined Successful experiences in the engineering applications using BEM were demonstrated The traps of BIEM and BEM were shown
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Thanks for your kind attention
The End Thanks for your kind attention
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E-mail: jtchen@mail.ntou.edu.tw
歡迎參觀海洋大學力學聲響振動實驗室 烘焙雞及捎來伊妹兒
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