PSI - Issue 52

J.C. Wen et al. / Procedia Structural Integrity 52 (2024) 625–646

632

8

Author name / Structural Integrity Procedia 00 (2019) 000 – 000

N

N

N

N

x

x

y

y

8

8

8

8

(20)

,

,

,

.

x

x

y

y

=

=

=

=

i

i

i

i

i

i

i

i

  

1

1

1

1

i

i

i

i

=

=

=

=

For 2-D orthotropic media, the elastic equation with the mapping technique becomes

2

2

2

u

u

u

2

2

2

u

u

u

u

u

y

y

y

A

B

C

x D E F + + x

1 G H u  +   2

+

+

+

+

x

x

x

1

1

1

1

1

1

1

2

2 

2

 

   

 

 

(21)

u

( ) , x

y

y

0,

I

J

X t

+

+

=

1

1

2

2

2

u

u

u

2

2

2

u

u

u

u

u

y

y

y

A

B

C

x D E F + + x

2 G H u  +   2

+

+

+

+

x

x

x

2

2

2

2

2

2

2

2

2 

2

 

 

 

 

(22)

u

( ) , x

y

y

0,

I

J

Y t

+

+

=

2

2

where

( ) x

( ) x

( ) x

( ) x

2

2

2

2

,

,

A k E =

2 k E

B k E =

2 k E

+

+

1

1

11

21

1

1

12

22

( )( C E k = x 2

)

,

2 21 22      +   k

1

1 11 12

( ) x

( ) x

E

E

  

  

( ) D E k = x

,

k

k

k

k

k

+

+

+

+

+

11 

11

21 

21 

1

1 11

1 12

2 21

2 22

1

11

2

21

x

y

( ) x

( ) x

E

E

 

  

( ) E E k = x  1

,

k

k

k

k

k

+

+

+

+

+

12

12

22 

22

1

12

2

22

1 11

1 12

2 21

2 22

x

y

( ) x

( ) x

( ) x

( ) x

,

,

,

F k E =

G k E =

H k E =

3 k E

 

 

 

 

+

1

3

11 21

1

3

12 22

1

3

11 22

12 21

( ) x

( ) x

E

E

  

  

( ) x

,

I k E =

k

k

11 

11

+

+

+

1

3

21

22

1

21

2

11

x

y

( ) x

( ) x

E

E

  

  

( ) x

,

J k E =

k

k

+

+

+

12

12

1

3

21

22

1

22

2

12

x

y

( ) x

( ) x

( )( x

)

,

,

,

A k E =

B k E =

C k E =

 

 

11 22     + 12 21

2

3

11 21

2

3

12 22

2

3

( ) x

( ) x

E

E

  

     

( ) x

,

D k E =

k

k

+

+

+

11 

11

2

3

21

22

1

11

2

21

y

x

( ) x

( ) x

E

E

  

( ) x

,

E k E =

k

k

+

+

+

12

12

2

3

21

22

1

12

2

22

y

x

( ) ( F E k = x 2

)

( ) ( G E k = x 2

)

2   + 2 2 11 1 21 k

2   + 2 2 12 1 22 k

,

,

( )( E k x

)

2

,

H

21112 12122 k     +

=

2

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