Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

88
1 Study on the Green’s functions for Laplace problems with circular and spherical boundaries by using the image method Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River En gineering, National Taiwan Ocean University July 25, 2009 碩碩碩碩碩碩碩碩碩碩

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碩士 學位論文口試報告. Study on the Green’s functions for Laplace problems with circular and spherical boundaries by using the image method. Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering, National Taiwan Ocean University July 25, 2009. Frame. - PowerPoint PPT Presentation

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Page 1: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

1

Study on the Green’s functions for Laplace problems with circular and

spherical boundaries by using the image

method Reporter: H.C. Shieh

Adviser: Dr. J.T. ChenDepartment of Harbor and River Engineering,

National Taiwan Ocean UniversityJuly 25, 2009

碩士學位論文口試報告

Page 2: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

2

FrameMotivation and literature review

Two-dimensional Green’s functionGreen’s

function

Conclusions

MFS (Image method)

Trefftz method

BVP without sources

Page 3: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

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Numerical methods

Numerical methods

Boundary Element MethodFinite Element Method Meshless Method

Page 4: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

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Method of fundamental solutions

MN

jjj xsUcxu

1

),()(

is the fundamental solution),( xsU

Interior case Exterior case

This method was proposed by Kupradze in 1964.

Page 5: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

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Optimal source location

Conventional MFS Alves & Antunes

GoodNot Good

?

Page 6: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

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The simplest image method

Neumann boundary Neumann boundary conditioncondition DirichletDirichlet boundary conditio boundary conditionn

Mirror

Page 7: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

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Conventional method to determine the image location

R

R’

O

a rr’

aOR

ORa

ORa

ORa

PR

RP

'''

2

''

OR a aOR

a OR OR

P

AB

aa

O R’RO

PPLord Kelvin(1824~1907) (1949, 相似三角形 )

Greenberg (1971, 取巧法 )

Page 8: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

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Image location (Chen and Wu, 2006)

a

s 's2'

'ss

R

a

aR

R

a

R

1

1ln cos ( )

s

m

sm

ma

RR

m

1

1ln cos ( )

m

m

a mm

R

a

a s2

''s

s

aR

R

a

R

R

a

1

1ln cos ( )

ms

m

a mm

R

a

1

1ln cos ( )

m

m

a

RR m

m

Rigid body term

's

u=0

u=0

Page 9: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

9

2-D Degenerate kernal

1

1

),(cos)(1

ln

,)(cos)(1

lnln

m

m

m

m

RmR

m

RmRm

Rr

s( , )R q

R

r

rx( , )r f

x( , )r f

o

iU

eU

References:

W. C. Chen, A study of free terms and rigid body modes in the dual BEM, NTOU Master Thesis, 2001.

C. S. Wu,Degenerate scale analysis for membrane and plate problems using the meshless method and boundary element method, NTOU Master Thesis, 2004

rsxU ln),(

Page 10: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

10

Addition theorem & degenerate kernel

Addition theorem Subtraction theorem

sxsx eee

sxsxsx sinsincoscos)cos( sin( ) sin cos cos sinx s x s x s

/x s x se e e cos( ) cos cos sin sinx s x s x s sin( ) sin cos cos sinx s x s x s

Degenerate kernel for Laplace problem

1-D

2-D

RmR

m

RmRm

Rr

m

m

m

m

,)(cos)(1

ln

,)(cos)(1

lnln

1

1

sxifxs

sxifsxr

,

,

sx

Page 11: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

11

3-D degenerate kernel

11 0

11 0

1 ( )!cos ( ) (cos ) (cos ) ,

( )!1

1 ( )!cos ( ) (cos ) (cos ) ,

( )!

nni m m

m n n nn m

nne m m

m n n nn m

n mU m P P R

R n m R

r n m RU m P P R

n m

1, 02 , 1,2,...,m

mm

s ( , , )( , , )

xs R

x

exterior

x

interior

Page 12: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

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Outline

Motivation and literature reviewDerivation of 2-D Green’s function

by using the image methodTrefftz method and MFS

Image method (special MFS)Trefftz method

Equivalence of solutions derived by Trefftz method and MFS

Boundary value problem without sourceConclusions

Page 13: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

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Eccentric annulus

b

a

d

s

sR

Governing equation:

2 ( , ) ( ),G x s x s x

Dirichlet boundary condition:

1 2( , ) 0,G x s x B B= Î U

Case 1

B1

B2

Page 14: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

14

Eccentric problem

b

a

d

sGoverning equation:

2 ( , ) ( ),G x s x s x

Dirichlet boundary condition:

1 2( , ) 0,G x s x B B= Î U

Case 2

B1

B2

Page 15: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

15

Half plane with circular hole problem

( , )sR

Governing equation:

2 ( , ) ( ),G x s x s x

Dirichlet boundary condition: s

1 2( , ) 0,G x s x B B= Î U

u1=0

u2=0

Case 3

B1

B2

Page 16: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

16

Bipolar coordinates

221 lnln rr

1r 2r 1r

2r

221 lnln rr

x

121 lnln rr1r

2r1cs 2cs

Page 17: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

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Bipolar coordinates

Eccentric annulus A half plane with a hole An infinite plane with double holes

focus

Page 18: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

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Annular (EABE, 2009) to eccentric case

s s1s2s4s3

s6s5

…. ….

Image point+

-

Source point

sxsxGm ln2

1),(

4 3 4 2 4 1 41

lim ln ln ln lnN

i i i iN

i

x s x s x s x s remainder term

0),(1

BxsxG 0),(

2

BxsxG

Page 19: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

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Series of images

-4 -2 0 2

x

-1

0

1

y

Gra p h 1

Im ag e p o in t

The final images

sc1 sc2

4 3 4 2 4 1 41

1 1 2 2

1( , ) {ln lim ln ln ln ln

2( ) ln ( ) ln ( )}

N

i i i iN

i

c c

G x s x s x s x s x s x s

c N x s c N x s e N

Page 20: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

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Numerical approach to determine c1(N), c2(N) and e(N)

( ) 0-6-2.696 10 e N

1( )c N -0.8625

2 ( )c N -0.1375

0 2 4 6 8 10

N

-1

-0 .8

-0.6

-0.4

-0.2

0

V alu e

C o effic ien tc 1(N )

c 2(N )

e (N )

Coefficients sc1 sc2

Page 21: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

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Contour plot of eccentric annulus problem

-2 -1.5 -1 -0.5 0 0.5 1 1.5 2-2

-1.5

-1

-0.5

0

0.5

1

1.5

2

-1 -0.5 0 0.5 1 1.5 2 2.5 3-2

-1.5

-1

-0.5

0

0.5

1

1.5

2

Image method Analytical solution

(bipolar coordinates )

Dirichlet boundary for the eccentric case 1

Page 22: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

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Analytical derivation of locationfor the two frozen points

d

a

b

2cR

2cs 1cs

1cRc2

1 1 1

2

11

2

11

1

2

1ln ( ) cosln ( ,)c c c

cc

c

cc

m

c

mRa m

m as x s a R

R a aR

a R R

ff¥

=- -å® - = >

ß

= Þ =

2 21

2

2 2 2

1ln ( ) cos ( )ln ,m

mc c

c

c c c

aR mx a R

ms

Rs ff

¥

=- -- <å® =

cRR cc 212

4 2 2 4 2 2 2 2 42 2 2

2

a a b b a d dc

b d

d

- + +=

-

Page 23: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

23

Eccentric case

4 3 4 2 4 1

1 1 2 2

41

1( , ) ln lim ln ln ln ln

( )

2

l ( )n l (n )

N

i i i i

c

i

c

NG x s x s x s x s x s x

c N s c N s e

s

x Nx

1 2 and c cs s focuses

Image sources

True source

Page 24: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

24

Contour plot of eccentric annulus

- 1 - 0 . 8 - 0 . 6 - 0 . 4 - 0 . 2 0 0 . 2 0 . 4 0 . 6 0 . 8 1- 1

- 0 . 8

- 0 . 6

- 0 . 4

- 0 . 2

0

0 . 2

0 . 4

0 . 6

0 . 8

1

Image method

- 1 - 0 . 8 - 0 . 6 - 0 . 4 - 0 . 2 0 0 . 2 0 . 4 0 . 6 0 . 8 1- 1

- 0 . 8

- 0 . 6

- 0 . 4

- 0 . 2

0

0 . 2

0 . 4

0 . 6

0 . 8

1

Null-field BIE approach (addition theorem and superposition technique)

Page 25: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

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A half plane with a circular hole

4 3 4 2 4 1

1 1 2 2

41

1( , ) ln lim ln ln ln ln

( )

2

l ( )n l (n )

N

i i i i

c

i

c

NG x s x s x s x s x s x

c N s c N s e

s

x Nx

image source

true source

1 2 and c cs s focuses

Page 26: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

26

Contour plot of half plane problem

-2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 40

0.5

1

1.5

2

2.5

3

3.5

4

4.5

5

5.5

6

-2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 4-3

-2.5

-2

-1.5

-1

-0.5

0

0.5

1

1.5

2

2.5

3

Image method Null-field BIE approach (addition theorem and superposition technique)

Page 27: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

27

Linking of MFS and image method

s

Ä

1s

Ä

2s

e

3s

e

4s

e

5s

e

6s

Ä

7s

ÄK

8s

ÄK

MFS (special case) Conventional MFS

1

1( ) ln ( , )

2

N

j jj

u x x s w U x s

4 3 4 21

1( ) {ln

2

lim ln ln

( ) ( ) ln }

N

i iNi

u x x s

x s x s

c N d N

s

Page 28: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

28

Image method versus MFS

N N

Ku p

K

N

large

3 3

Ku p

K

optimal

All the strength need to be determined.

Only three coefficients are required to be determined.

Conventional MFS Image method

Page 29: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

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Outline

Motivation and literature reviewDerivation of 2-D Green’s function

by using the image methodTrefftz method and MFS

Image method (special MFS)Trefftz method

Equivalence of solutions derived by Trefftz method and MFS

Boundary value problem without sourcesConclusions

Page 30: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

30

Trefftz method

The method was proposed by Trefftz in 1926.

TN

jjjcxu

1

)(

mm mm sin,cos,1 mm mm sin,cos,ln

Interior case Exterior case

is the jth T-complete functionj

Page 31: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

31

Trefftz method and MFS

Method Trefftz method MFS

Definition

Figure sketch

Base , (T-complete function) , r=|x-s|

G. E.

Match B. C. Determine cj Determine wj

( , ) lnU x s r

1( ) ( , )

N

j jj

u x w U x s

( )2 0u xÑ = ( )2 0u xÑ =

D

u(x)

~x

s

Du(x)

~x

r

~s

is the number of complete functions MN is the number of source points in the MFS

1( )

M

j jj

u x c

j

Page 32: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

32

Derivation of 3-D Green’s function by using the image method

Interior problem

Exterior problem

Page 33: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

33

The weighting of the image source in the

3-D problem

y

z

1a

x

y

1 a

x

z

),,(2

sR

as ),,( sRs

),,( sRs

),,(2

sR

as

Interior problem Exterior problem

1sR

a

1sR

a

Page 34: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

34

The image group

22 15 91

1 5 9 4 32 3

2 32 1

2 6 10 4 22

2 32 13 7 11

3 7 11 4 12 3

2

4 8 2

, ( ), ( ) ( )

, ( ), ( ) ( )

, ( ), ( ) ( )

, (

nn

nn

nn

aR a RR b b b b b b bw w w w

b R b R a b R a R aa a a a a a a a a

w w w wR bR R b b R R b R baR a R a Rb b b b b b b

w w w wbR a b R a a b R a a a aa a a a

w wb b b

3

2 112 43

), ( ) ( )nn

a a a a aw w

b b b b b b

2 2 2 2 21

1 5 4 32 2

2 2 2 2 21

2 6 4 22 2

2 2 2 2 21

3 7 4 12 2 2 2 2

2 2 2 2 21

4 8 42 2 2 2 2

, ........ ( )

, ....... ( )

, ... ( )

, ... ( )

nn

nn

nn

nn

b b b b bR R R

R R a R a

a a a a aR R R

R R b R b

b R b R b b R bR R R

a a a a a

a R a R a a R aR R R

b b b b b

Obtain image weighted

Obtain image location

s

Ä

1s

Ä

2s

e

3s

e

4s

e

5s

e

6s

Ä

7s

ÄK

8s

ÄK

Page 35: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

35

Interpolation functions

a

b

1),(),( sxGsxG ba

( ) ( )( , ) ( , ) ( , ) ( , ),

( ) ( )m m b m a

b a a bG x s G x s G x s G x s a b

b a b a

4 3 4 2 4 1 4

1 4 3 4 2 4 1 4

1 1( , ) lim

4

( ) 1

( ) ( )

Ni i i i

Ni i i i i

N Ns s

s s

w w w wG x s

x s x s x s x s x s

R a a b Ra a

b R b a b R b a

Page 36: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

36

Analytical derivation

4 3 4 2 4 1 4

1 4 3 4 2 4 1 4

1 1 ( )( , ) lim ( )

4

Ni i i i

Ni i i i i

w w w w d NG x s c N

x s x s x s x s x s

Page 37: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

37

Numerical solution

a

b

4 3 4 2 4 1 4

1 4 3 4 2 4 1 4

4 3 4 2 4 1 4

1 4 3 4 2 4 1 4

1 1 ( )( , ) ( ) 0

4

1 1 ( )( , ) ( ) 0

4

Ni i i i

aia a i a i a i a i

Ni i i i

bib b i b i b i b i

w w w w d NG x s c N

x s x s x s x s x s a

w w w w d NG x s c N

x s x s x s x s x s b

0

0

)(

)(1

1

11

1

1

14

4

14

14

24

24

34

34

14

4

14

14

24

24

34

34

Nd

Nc

b

a

sx

w

sx

w

sx

w

sx

w

sx

sx

w

sx

w

sx

w

sx

w

sx

iib

i

ib

i

ib

i

ib

i

b

iia

i

ia

i

ia

i

ia

i

a

Page 38: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

38

Numerical and analytic ways to determine c(N) and d(N)

0 2 4 6 8 10

N

0

0.02

0.04

0.06

0.08

0.1c (N ) a n d d (N )

A n a ly tica l c (N )N u m er ica l c (N )A n a ly tica l d (N )N u m er ica l d (N )

Coefficients

Page 39: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

39

Derivation of 3-D Green’s function by using the Trefftz Method

1G

2G

11 GG

22 GG

PART 1 PART 2

PART 1

11 0

11 0

1 1 ( )!cos ( ) (cos ) (cos ) ,

4 ( )!( , )

1 1 ( )!cos ( ) (cos ) (cos ) ,

4 ( )!

nnm m

m n n snn ms s

Fnn

m msm n n sn

n m

n mm P P R

R n m RG x s

Rn mm P P R

n m

Page 40: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

40

Boundary value problem

1( , )

TN

T j jj

G x s c

11 GG

22 GG

Interior:

)(cos)sin(),(cos)cos(,1 m

n

nm

n

n PmPm

Exterior:

)(cos)sin(),(cos)cos(,1 )1()1(

m

n

nm

n

n PmPm

( 1)0000

1 0

( 1)

( , ) [ (cos )cos( ) (cos )cos( )

(cos )sin( ) (cos )sin( )]

nn m n m

T nm n nm nn m

n m n m

nm n nm n

BG x s A A P m B P m

C P m D P m

00

00

4( )

4

s

s

s

s

R a

R b aAB a b R

R b a

2 1 2 1

1 2 1 2 1

2 1 2 1 2 1

1 2 1 2 1

( )!(cos )cos( )

4 ( )!

( )!(cos )cos( )

4 ( )!

n nmm s

nn n nsnm

n n nnm s mm

nn n ns

R an mP m

n m R b aA

B a b Rn mP m

n m R b a

2 1 2 1

1 2 1 2 1

2 1 2 1 2 1

1 2 1 2 1

( )!(cos )sin( )

4 ( )!

( )!(cos )sin( )

4 ( )!

n nmm s

nn n n

nm

n n nnm s mm

nn n ns

R an mP m

n m R b aC

D a b Rn mP m

n m R b a

PART 2

Page 41: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

41

PART 1 + PART 2 :

1G2G11 GG

22 GG

( , ) ( , ) ( , )F TG x s G x s G x s

11 0

11 0

1 1 ( )!cos ( ) (cos ) (cos ) ,

4 ( )!( )

1 1 ( )!cos ( ) (cos ) (cos ) ,

4 ( )!

nnm m

m n n snn ms s

Fnn

m msm n n sn

n m

n mm P P R

R n m RG x

Rn mm P P R

n m

( 1)0000

1 0

( 1)

( , ) [ (cos )cos( ) (cos )cos( )

(cos )sin( ) (cos )sin( )]

nn m n m

T nm n nm nn m

n m n m

nm n nm n

BG x s A A P m B P m

C P m D P m

( 1)0000

1 0

( 1)

1( , ) [ (cos )cos( ) (cos )cos( )

4

(cos )sin( ) (cos )sin( )],

nn m n m

nm n nm nn m

n m n m

nm n nm n

BG x s A A P m B P m

x s

C P m D P m

Page 42: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

42

Results

-10 -8 -6 -4 -2 0 2 4 6 8 10-10

-8

-6

-4

-2

0

2

4

6

8

10

-10 -8 -6 -4 -2 0 2 4 6 8 10-10

-8

-6

-4

-2

0

2

4

6

8

10

Trefftz method (x-y plane) Image method (x-y plane)

Page 43: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

43

Outline

Motivation and literature reviewDerivation of 2-D Green’s function

by using the image methodTrefftz method and MFS

Image method (special MFS)Trefftz method

Equivalence of solutions derived by Trefftz method and MFS

Boundary value problem without sourcesConclusions

Page 44: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

44

Trefftz solution

( 1)0000

1 0

( 1)

1( , ) [ (cos )cos( ) (cos )cos( )

4

(cos )sin( ) (cos )sin( )],

nn m n m

nm n nm nn m

n m n m

nm n nm n

BG x s A A P m B P m

x s

C P m D P m

2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1

1 1 2 1 2 11 0

( )1 1( , ) + +

4 ( ) ( )

( )! + cos[ ( )] (cos )

4 ( )! ( )

s s

s s

n n n n n n n nnmm s s

nn n n nn m s

R a a b RG x s

x s R b a R b a

R a a b a Rn mm P

n m R b a

Without loss of generality

Page 45: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

45

Mathematical equivalence the Trefftz method

and MFS Trefftz method series expand

2 1 2 1 2 1 2 1

2 1 2 1 1 2 1 2 1 1 1 2 1 2 1 1 2 1 2 1(cos )

( ) ( ) ( )

n n n n n n n nm

nn n n n n n n n n n n n

R a a b a RP

b a R b a R b a b a

Image method series expand

1212

12

12

12

24

222

121

9

91

5

51

1

1

1

nn

nn

n

n

n

nn

n

nnn

n

nn

n

n

n

n

n

n

ab

R

ba

bR

b

Ra

aR

b

b

R

R

b

Rw

Rw

Rw

s s1s2s4 s3 s5 s9s7

)(1121211

1212

12

12

11

12

12

42

1

2

110

1016

612

2

nnnn

nn

n

n

nn

n

nnn

n

nn

n

n

n

n

n

n

n

abR

ba

baR

a

Rb

a

bR

a

R

a

R

aRw

Rw

Rw

s s1 s3s2s4s6s8s10

s s1s2s4 s3 s5 s9s7

)(1)()(

12121

12

12

12

112

12

144

44

2

2

122

22

1

7

71

3

3

nnn

nn

n

n

nn

nn

nn

nn

nn

nn

n

n

n

n

abR

a

baRb

a

Rb

a

a

b

Rb

a

a

b

Rw

Rw

s s1 s3s2s4s6s8s10

)(1)()(

12121

12

12

12

112

12

14

4

2

2

12

2

1

881

44

nnn

nn

n

n

nn

nn

nn

nn

nn

nn

n

n

n

n

ab

Ra

ba

bRa

b

Ra

b

a

b

Ra

b

aRw

Rw

Page 46: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

46

Equivalence of solutions derived by Trefftz method and image method (special MFS)

Trefftz method MFS (image method)

1, cos( ) (cos ),

sin( ) (cos )

, , 0,1,2,3, , ,

1,2, , ,

n m

n

n m

n

m P

m P

m

n

r f q

r f q

= ¥

= ¥

K L

L

1,

j

j Nx s

-

Equivalence

addition theorem

linkage

3-D

True source

Page 47: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

47

Outline

Motivation and literature reviewDerivation of 2-D Green’s function

by using the image methodTrefftz method and MFS

Image method (special MFS)Trefftz method

Equivalence of solutions derived by Trefftz method and MFS

Boundary value problem without sourcesConclusions

Page 48: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

48

An infinite plane with two circular holes (anti-symmetric BC)

B2

y

x

B1

u=V=V1=-1 u=V=V2=1

a=1.0 d=10

2 ( ) 0,u x x D

d

a a2c

Page 49: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

49

Animation - An infinite plane with two

circular holes

u=-1 u=1

s1 s2s3s4sc1 sc2

)lnln()(lim)( 21 ooNrrNqxu

)(ln)(ln)(

)lnlnln(ln

2211

14142434

NesxNcsxNc

sxsxsxsx

cc

N

iiiii

)(Nq )(Nq

Page 50: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

50

Numerical approach to determine q(N), c1(N), c2(N) and e(N)

0 4 8N

-0 .6

-0 .4

-0 .2

0

0.2

0.4

0.6

c 1(N )

c 2(N )

e(N )q (N )q(N)=e(N)=0

436.0sinh

)(1

1

ac

VNc

436.0sinh

)(1

2

ac

VNc

Coefficients

Page 51: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

51

Contour plot of an infinite plane with two circular holes (antisymmetric case)

Image solution bipolar coordinates

-10-8

-6-4

-20

24

68

-14

-12

-10 -8 -6 -4 -2 0 2 4 -10-8

-6-4

-20

24

68

-14

-12

-10 -8 -6 -4 -2 0 2 4

null-field BIEM

-10-8

-6-4

-20

24

68

-14

-12

-10 -8 -6 -4 -2 0 2 4

Page 52: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

52

An infinite space with two cavities (anti-

symmetric BC)

B2

y

z

x

B1

u=V1=-1 u=V2=1 a=1.0 d=5.0

2 ( ) 0,u x x D

2

2

1

1

14

4

14

14

24

24

34

34

21

)()(

)()11

()(lim)(

c

a

c

a

N

ii

i

i

i

i

i

i

i

oo

a

N

sx

Nc

sx

Nc

sx

w

sx

w

sx

w

sx

w

rrNqxu

Page 53: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

53

Numerical approach to determine q(N), c1(N) and c2(N)

0 4 8N

-0 .4

0

0.4

0.8

1.2

V a lu e

c 1(N )

c 2(N )

q (N )

1)(lim

NqN

0)(lim,0)(lim 21

NcNcNN

Coefficients

Page 54: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

54

Contour plot of an infinite space with two spherical cavities

Bispherical coordinates Image method Null-field BIE

2 2

6

( ) ( ) 0

0 (10 )

k u x

k

-8 -6 -4 -2 0 2 4 6 8-8

-6

-4

-2

0

2

4

6

8

-8-6

-4-2

02

46

8-8 -6 -4 -2 0 2 4 6 8

x-y planey

z

x

-8-6

-4-2

02

46

8-8 -6 -4 -2 0 2 4 6 8

Page 55: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

55

Page 56: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

56

Outline

Motivation and literature reviewDerivation of 2-D Green’s function

by using the image methodTrefftz method and MFS

Image method (special MFS)Trefftz method

Equivalence of solutions derived by Trefftz method and MFS

Boundary value problem without sourcesConclusions

Page 57: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

57

Optimal location of MFS

• Depends on loading (image location)

• Depends on geometry (frozen image point)

Page 58: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

58

Final images to bipolar (bispherical) focus

2-D 3-D

Bipolar coordinates Bispherical coordinates

Page 59: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

59

Equivalence of Trefftz method and MFS

3-D

Trefftz method MFS (image method)

Page 60: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

60

Image solution for BVP without sources

x

x

y

y

Page 61: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

61

Thanks for your kind attentionsYou can get more information from our website

http://msvlab.hre.ntou.edu.tw/

The end

Page 62: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

62

A half plane with a circular hole

2007, Ke J. N. 2009, Image method

a

b

Page 63: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

63

An infinite plane with two circular holes subject to Neumann boundary

ab

d

s

01 t02 t

Page 64: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

64

Extra terms of complementary solutions

x

y

01 tt 2 0t t

( , )S R

O1 O2

1 2

4 3 4 2 4 1 4

1 1 2 2 1 2

1( , ) {ln [ln ln ln ln ]

2( )ln ( )ln ( )ln ( )ln

N

i i i ii

c c O O

G x s s x s x s x s x s x

c N s x c N s x d N s x d N s x

Two complementary solutions

f1 f2

Source point

Frozen point

Page 65: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

65

The method provide of JW. Lee

d1 d2

Frozen point

M

jjMO

M

jjMO xxdxxd

122

111 lnlimlnlnlimln

complementary solutions

Page 66: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

66

The total potential

1 1 1 2

4 3 4 2 4 1 4

1 2 1 2

1( ) {ln [ln ln ln ln ]

2( )ln ( )ln ( )ln ( )ln

N

i i i ii

f f O O

u x s x s x s x s x s x

f N s x f N s x d N s x d N s x

1 1

1

2

4 3 4 2 4 1 4

1 2

11

21

1( ) {ln [ln ln ln ln ]

2( )ln ( )ln

( ) ln lim ln

( ) ln lim ln

N

i i i ii

f fM

O jM

jM

O jM

j

u x s x s x s x s x s x

f N s x f N s x

d N x x

d N x x

Where the N=M

Page 67: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

67

Results

-2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 4-3

-2.5

-2

-1.5

-1

-0.5

0

0.5

1

1.5

2

2.5

3

Image method)

-2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 4-3

-2.5

-2

-1.5

-1

-0.5

0

0.5

1

1.5

2

2.5

3

Null-field BIE approach (addition theorem and superposition technique)

Page 68: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

68

Conclusions

The analytical solutions derived by the Trefftz method and MFS were proved to be mathematically equivalent for Green’s functions of the concentric sphere.

In the concentric sphere case, we can find final two frozen image points (one at origin and one at infinity). Their singularity strength can be determined numerically and analytically in a consistent manner.

It is found that final image points terminate at the two focuses of the bipolar (bispherical) coordinates for all the cases

Page 69: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

69

Numerical examples 1: Eccentric annulus

- 1 - 0 . 8 - 0 . 6 - 0 . 4 - 0 . 2 0 0 . 2 0 . 4 0 . 6 0 . 8 1- 1

- 0 . 8

- 0 . 6

- 0 . 4

- 0 . 2

0

0 . 2

0 . 4

0 . 6

0 . 8

1

Image method (50+2 points)

u1=0u2=0 ( , )ss R

a

b

Page 70: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

70

Numerical examples 3: An infinite plane with double holes

ab

d

x

-2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 4-3

-2.5

-2

-1.5

-1

-0.5

0

0.5

1

1.5

2

2.5

3

Image method (20+4+10 point)

t1=0t2=0

Page 71: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

71

Animation- an infinite plane with double holes

s

1s2s

3s4s

The final images terminate at the focus

1ds 2ds

Multipole expansion

4 3 4 2 4 1 4

11 1 2

1 1 2

2

12

1

2

( ) ( )

1( , ) {ln [ln ln ln ln ]

2

ln lim ln ln

( )ln (

m

n

l

l

li n

)N

i i i ii

M

f f

d d

M

j jM Mj j

d

G x s x s x s x s x s x s

x x s x x s

f N x s f N

s N

x s

N d s

1fs2fs

true source

1 2 and c cs s focus

image source

2dsand1ds

Multipoles

t1=0 t2=0

Page 72: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

72

Equivalence of solutions derived by Trefftz method and MFS

Trefftz solution

( 1)0000

1 0

( 1)

1( , ) [ (cos )cos( ) (cos )cos( )

4

(cos )sin( ) (cos )sin( )],

nn m n m

nm n nm nn m

n m n m

nm n nm n

BG x s A A P m B P m

x s

C P m D P m

00

00

1( )4

s

s

s

s

R a

R b aAB a b R

R b a

Image solution

4 3 4 2 4 1 4

1 4 3 4 2 4 1 4

1 1 ( )( , ) lim ( )

4

Ni i i i

Ni i i i i

w w w w d NG x s c N

x s x s x s x s x s

)(

)(

)(

)(

)(

abR

Rba

b

a

abR

aR

b

a

Nd

Nc

s

s

N

s

s

N

The same

Page 73: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

73

The simplest MFS

1-D Rod

2211 ),(),()( PsxUPsxUxu 1P

2P

1s 2s

1s2s

1P2P

1s2s

2P1P

where U(x,s) is the fundamental solution.

0 l

Page 74: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

74

Present method- MFS (Image method)

……

4 3 4 2 4 1 4

1 4 3 4 2 4 1 4

1 1( , ) lim

4

Ni i i i

mN

i i i i i

w w w wG x s remainder term

x s x s x s x s x s

Page 75: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

75

An infinite space with two cavities (symmetric BC)

B2

y

z

x

B1

u=V1=1 u=V2=1

q q Obtain image weighting4 4

4 34 4

4 54 2

4 5

4 24 1

4 2

4 34

4 3

ii

i

ii

i

ii

i

ii

i

aww

d Raw

wRaw

wd R

aww

R

--

-

--

-

--

-

-

-

=-

=

=-

=

1 2

4 3 4 2 4 1 4 1 2

11 2 4 3 4 2 4 1 4

( ) ( )1 1( ) lim ( )

s sNs i i i i

Nio o i i i i c c

w w w w c N c Nu x q N

r r x s x s x s x s x s x s

Obtain image location2

4 34 4

2

4 24 5

2

4 14 2

2

44 3

ii

ii

ii

ii

aR d

d Ra

RR

aR d

d Ra

RR

--

--

--

-

= --

=

= --

=

1qs2qs

33sqw44sqw

d

a a

Page 76: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

76

The strength of two frozen points and q(N)

The strength of c1(N), c2(N) and q(N)

0.1)( Nq

1( ) -1.691750044745917E-014c N

2 ( ) -1.720415903023510E-014c N

Page 77: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

77

Contour plot of an infinite space with two spherical cavities (symmetric case)

3-D Bipolar coordinates

Bispherical coordinates

Image method Null-field BIE

2 2( ) ( ) 0

0

k u x

k

x-y planey

z

x

-8 -6 -4 -2 0 2 4 6 8-8

-6

-4

-2

0

2

4

6

8-8

-6-4

-20

24

68

-8 -6 -4 -2 0 2 4 6 8

-8 -6 -4 -2 0 2 4 6 8-8

-6

-4

-2

0

2

4

6

8

Page 78: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

78

Illustrative examples – An eccentric annulus

1a2 5 .b

1d

y

x1c 2c

u=V1=0 u=V2=1

B1

B2

c c

r1

r2

Page 79: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

79

Numerical approach to determine q(N), c1(N), c2(N) and e(N)

0 4 8N

-1

0

1

2

V alu e

c 1(N )

c 2(N )

e(N )q (N )q(N)=0 (exact)

e(N)=2 (exact)

c1(N)=1.44 (exact)

c2(N)=-1.44 (exact)

Page 80: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

80

Contour plot of eccentric annulus

-2.5 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5-2.5

-2

-1.5

-1

-0.5

0

0.5

1

1.5

2

2.5

-2.5 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5-2.5

-2

-1.5

-1

-0.5

0

0.5

1

1.5

2

2.5

-2.5 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5-2.5

-2

-1.5

-1

-0.5

0

0.5

1

1.5

2

2.5

Image solution bipolar coordinates null-field BIEM

Page 81: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

81

Outline

Motivation and literature reviewDerivation of 2-D Green’s function

by using the image methodTrefftz method and MFS

Image method (special MFS)Trefftz method

Equivalence of solutions derived by Trefftz method and MFS

Boundary value problem without sourceConclusions

Page 82: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

82

Optimal source location

Conventional MFS Alves CJS & Antunes PRS

Not good Good

Page 83: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

83

MFS-Image location and weighting-interior (Chen and Wu, 2006)

b

),,( x

1

1R

b

),,( Rs ),,('

2

R

bs

y

x

z

11 0

1 1 ( )!cos ( ) (cos ) (cos )

( )!

nnm m

m n n nn m

n m Rm P P

x s b n m b

1

1 0

' 1 1 ( )!cos ( ) (cos ) (cos )

' ( )! ( ')

nnm m

m n n nn m

R n m bm P P

b x s b n m R

R

bR

R

b

b

Rn

n

n

n 21

1'

)'(

The weighting of the image point

R

b

bR

b

b

R

1' 2

u=0

Page 84: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

84

MFS-Image location and weighting-exterior (Chen and Wu, 2006)

),,( x

1

),,( Rs

),,('2

R

as

1R

a

Ra

RPPm

mn

mn

RsxR

a

R

aPPm

mn

mn

Rsx

n

nm

nn

n

m

m

n

n

nm

nn

n

m

m

n

)'()(cos)(cos)(cos

)!(

)!(1

'

1

)(cos)(cos)(cos)!(

)!(11

1 0

11 0

aR

aR

a

R

R

a

Ra

R

R

an

n

n

n

n

n

n

n 2

1'

)'()'(

The weighting of the image point

1R

a

u=0

Page 85: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

85

a

a

Chen and Wu-image method (2006)

1

1

1ln ( ) cos ( ),

( , ) 1ln ( ) cos ( ),

mss

m

ms s

m s

Rm R

mU x sR m R

m R

s

2

''s

s

aR

R

a

R

R

a

s's

2''

ss

R

a

aR

R

a

R

1

1ln cos ( )

ms

m

a mm

R

a

1

1ln cos ( )

m

m

a

RR m

m

1

1ln cos ( )

s

m

sm

ma

RR

m

1

1ln cos ( )

m

m

a mm

R

a

's

Page 86: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

86

Analytical derivation of location for the two frozen points

b

ax

y

1cs

2cs

1cR

2 12c cR b R 1 1 1

2

11

2

11

1

2

1ln ( ) cosln ( ,)c c c

cc

c

cc

m

c

mRa m

m as x s a R

R a aR

a R R

ff¥

=- -å® - = >

ß

= Þ =

2 21

2

2 2 2

1ln ( ) cos ( )ln ,m

mc c

c

c c c

aR mx a R

ms

Rs ff

¥

=- -- <å® =

2

2

2

6 1 0

3 2 2

c

c

c c

c

aR

b R

R R

R

(0.171 & 5.828)

a=1, b=3

Page 87: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

87

1 2 3 4 5 6 7 8 9 10N

-0 .8

-0 .6

-0 .4

-0 .2

0

0.2

c(N

), d

(N)

and

e(N

)c (N )d (N )e (N )

Numerical approach to determine c1(N), c2(N) and e(N)

( ) 0-157.9713 10 e N

1( )c N -0.26448

2 ( )c N -0.73551

)(1 Nc)(2 Nc

)(Ne

Page 88: Reporter: H.C. Shieh Adviser: Dr. J.T. Chen Department of Harbor and River Engineering,

88

Analytical derivation of locationfor the two frozen points

d

ab

1cs

2cs

1cR

2cR

2 2

1 22 2

,c cc c

a bR R d

R R d

2 2 2

2 222

( )0c

c

a b d RR a

d

2c

4 2 2 4 2 2 2 2 42 2 2

2

a a b b a d b d dc

d

- + - - +=

cRR cc 212