PSI - Issue 80

Miroslav Hrstka et al. / Procedia Structural Integrity 80 (2026) 471–492 M. Hrstka et al./ Structural Integrity Procedia 00 (2025) 000 – 000

479

9

for piezoelectric material I, and

( ) ( )  

( ) ( )  

( ) 

1

1

1

*1

* 1,

* 2, * 2,

* 3,

1 

,

σ σ

λ

λ λ

λ

1 H r H r 1

2 H r H r 2

3 H r H r 3

=

+

+

3

2

x

x

x

(31)

2

2

2

( ) 

1

1

1

*2

* 1,

* 3,

1 

,

λ

λ

=

+

+

3

2

x

x

x

1

1

1

for isotropic non-piezoelectric material II, where H i are generalized stress intensity factors and

11               D 12 1    

21               D 22 2    

1

2

,

.

σ

σ

=

=

(32)

The derivatives of the shape functions (subscripts , 1 and , 2 denote differentiation with respect to x 1 and x 2 ) in Eqs.(30) and (31) are given by ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) 1 2 2 1 1 , 1 1 , 1 * 1 * * * * , 1 * 1 * * * , , 1,2,3 , 1,2,3, , 1,2,3, , 1,2,3, i i i i i i i i i i x i i i i i x i i i i i x i i i i i x i i i i i i i i * λ L Z v L Z w λ L Z μv L Z μw λ B Z v B Z w λ L Z v L Z w                             − − − − − − − − = + = = + = = + = = + = (33)

where

    

     

3 1 0 0 0 2 i i i  −    =  −      1 2 0

0 0

1 

0 0

1 

    

    

*

B

,

0

0 ,

0

0

μ

μ

2 

2 

=

= 

0 0

3 

0 0

3 

and

( )    1 i

( )    2 i

( )    3 i

   

  

( ) ( )  

( ) ( )  

( ) 

( ) 

i

i

i

i 

i 

i 

i 

diag = 

e

,

e

,

e

,

Z

R

R

R

1

2

3

(34)

( )   1 i

( )   2 i

( )   3 i

  

( ) 

( ) 

i − 

i − 

i − 

i 

i 

i 

i 

diag = 

e

,

e

,

e

,

Z

R

R

R

1

2

3

(

)

    

     

1   −

i

e

0

0

) ( ) 2 i −

(

)

( ) 

(

1   −

i

 

* 1  −

2 1 e i 

sin e 

0 ,

Z

= − − 

(

)

1   −

i

0

0 e

(35)

(

)

     

     

1  

i − −

e

0

0

1

) ( ) 2 i − −

(

)

( ) 

(

1  

i − −

 

*

2 1 e i  −

sin e 

0 .

Z

=

(

)

1  

i − −

0

0 e

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