• Nenhum resultado encontrado

On problem of electroelastic wave propagationin trigonometrically graded piezoelectric layer

N/A
N/A
Protected

Academic year: 2017

Share "On problem of electroelastic wave propagationin trigonometrically graded piezoelectric layer"

Copied!
7
0
0

Texto

(1)

72

Ա ԱՍ Ա Ի Ի ՈՒԹ ՈՒ Ի Ա Ա Ի Ա Ա ԻԱ Ի Ղ Ա Ի

Ц

67, №1, 2014

539.3

А АЧ А А

Ч

Щ А.А.

ч ы : , ,

Key Words: electroelastic waves, inhomogeneous piezoelectric medium, tension distribution over the thickness of the layer

Ք Ա.Ա.

[4]- : Ո

-:

-, և :

Kamalyan A.A.

On problem of electroelastic wave propagationin trigonometrically graded piezoelectric layer

This paper is a continuation of paper [4]. Here the propagation of electroelastic waves in trigonometrically graded layer (over thickness) made of 6mm piezoceramics is investigated. Electroelastic and mechanical characteristics of the layer (metalized and tension free surface) are variations of the trigonometric function, which is derived here. The dispersion of shear wave is analized and the numerical data is added.

[4],

.

6mm - .

, [4].

1.

Ox

( 6mm),

( ; ; )

x y z

   

x

; 0

 

y

2 ;

h

    

z

.

Oz

,

xOy

,

0;

2

y

y

h

.

0;

0

yz

(2)

73

[5].

ё .

, :

2 0 2

yz

xz

W

x

y

t





 

(1.2)

0

grad .

y

x

D

D

x

y

E

 

(1.3)

( ),

a y

a

(0) 1, (0)

a

0

[6]. - ( :

C

44– ,

15

e

– ,

11

) :

0 0

15 15 11 11

0

44 44 0

( )

( ) ,

( )

( )

( )

( ) ,

( )

( )

e

y

e a y

y

a y

C

y

C a y

y

a y

 

 

(1.4)

0 0 0 44

,

15

,

11

,

0

C

e

 

.

y

0

0 0 0 44

,

15

,

11

,

0

C

e

 

ё .

6mm (1.4)

,

xz yz

 

D D

x

,

y

:

0 0 0 0

44

( )

15

( )

,

44

( )

15

( )

xz yz

W

W

C a y

e a y

C a y

e a y

x

x

y

y





 

 

(1.5)

0 0 0 0

15

( )

11

( )

,

15

( )

11

( )

x y

W

W

D

e a y

a y

D

e a y

a y

x

x

y

y





 

 

(1.6)

(1.5), (1.6) (1.2),(1.3),

,

.

2

2 0

0 2

44

(1

0

)

a

W

W

W

a

y

C

t

 

(1.7)

0

2 15 2

0 11

e

a

a

W

W

a

y

a

y



  

(1.8)

0 2 15 0 0 0

44 11

e

C

 

(3)

74

ё . .1

-

6mm.

1 CdS

 

1

[3]

ZnO

 

2 [1]

PZT-7

 

3 [9]

PZT-5H

 

4 [10]

PZT-4

 

5 [1]

10 2

44

10

C

Н

1.49 4.25 2.5 2.3 2.56

3 3

10

г



4.82 5.68 7.8 7.5 7.5

2 15

e

К

-0.21 -0.59 13.5 -17.0 12.7

11 11

10

Ф

 

7.99 7.38 1710 22.71 6.45

0

0.03 0.11 0.42 0.55 0.97

t

C

с

1784 2881 2133 2180 2593

(1.7)-(1.8) :

1 2

0

( )

( ) exp (

)

W

W y a

y

i kx

 

t

(1.9) 

1 2

0

( )

y a

( ) exp (

y

i kx

t

)

  

 

(1.10) 

(1.9) (1.7), :

2

2 0

0

2

1

2

0

W

k

W

y

k

(1.11)

2 2

t

V C

 

, (1.12)

0

2 44 0

0

(1

)

t

C

C

 

– ,

2 2

V

k

 

  

 

 

2 2

1

1

2

4

a

a

a

a



 

.

( )

a y

,

 

2

2

1

1

0

2

4

a

a

a

a



 

, (1.13)

ё 2

2

k

 

,

– ,

ё ,

 

0

, [4]. (1.11) :

2

2 2 0

0

2

0

W

k

W

y

 

(4)

75

0 1

sinh

2

cosh

W

A

k y

A

k y

,

1

,

2

A A

1 2 2

1

     

.

0

  

1,

, ё :

2

0

    

1

2

0

  

1

. (1.15)

(1.9), (1.8):

 

 

0 15

0 0 1 2 3 4

11

sinh

cosh

sinh

cosh

e

A

k y

A

k y

A

k y

A

k y

 

 

 

2

1

 

 

.

2.

a y

 

,

(1.13),

:

2

2 1

( )

cos

2

a y

C

y

C

,

1

,

2

C C

– .

(0) 1,

(0)

0

a

a

ё

C

1

0,

C

2

1,

a y

( )

cos (

2

y

)

.

,

 

/

k

, ,

,

2

( )

cos (

)

a y

k y

(2.1)

, ,

W x y t

( , , )

x y t

, ,

– :

1 2

(

sinh

cosh

)

exp (

)

cos(

)

A

k y

A

k y

W

i kx

t

k y

 

 

(2.2)

 

 

0 1 2 15 0 11 3 4

sinh

cosh

exp (

)

cos(

)

sinh

cosh

exp (

).

cos(

)

A

k y

A

k y

e

i kx

t

k y

A

k y

A

k y

i kx

t

k y

 

 

  

 

 

(2.3)

(2.1), (2.2) (2.3) (1.5), :

0 0

44 15

0 0 0 0

1 44 0 1 2 44 0 2 3 15 3 4 15 4

( )

( )

,

(1

)

(1

)

,

yz

yz

W

C a y

e a y

y

y

A C

A C

A e

A e



 

 

   

   

 

(2.4)

1 2 3 4

cosh[

]cos(

)

sin(

) sinh[

]

sinh[

]cos(

)

sin(

) cosh[

]

cosh[

]cos(

)

sin(

) sinh[

]

sinh[

]cos(

)

sin(

) cosh[

]

k

k y

k y

k y

k y

k

k y

k y

k y

k y

k

k y

k y

k y

k y

k

k y

k y

k y

k y

 

  

 

  

 

  

 

  

(5)

76

(1.1)

k

kh

,

det

A

i

0,

i

1,..., 4

:

2 2

0 0 0

2 2 2 2 2

0 0

2 0

2 2

0

( ,

, , )

2

1

(1

)(cosh[2

]cosh[2 1

] 1)

((1

)

(1

) ) sinh[2

]sinh[2 1

]

tan[2

] (

1) sinh[2 1

]cosh[2

]

tan[2

]

1

cosh[2 1

]sinh[2

] 0

T

k

k

k

k

k

k

k

k

k

k

k

 

     

 

 

 

    

 

 

 

   

 

 

 

 

 

 

 

(2.6)

0

 

ё

[4].

,

.

(

k

0

),

, (2.6) :

2 2

0 0

(1

)(1

/ (1

)) 1

   

 

 

  

. (2.7)

(

k

 

), ,

2 2 2 2

0 0

(1

)(1

/ (1

) ) 1

   

 

 

  

. (2.8)

(2.6) ,

.

ё

0 ,

k

(2.6).

(2.2) (2.3), ,

0

2

k y

    

. П ав яя а а ь ач

y

2

h

я а а в

k

kh

, ч в :

0

4

k

    

(

– а ч а ь ч ). (2.9)

.2 (2.9)

.

2

0.15

 

 

0.3

 

0.5

 

0.7

5.23

k

k

2.67

k

1.57

k

1.21

,

 

0.3

k

(0,2.67).

.3 ё

0

( .1)

(

k

( . 2).

“-“

(6)

77

3

0.15

 

1

2

3

4

5

0.1

k

0.9709 0.9011 0.7049 0.6459 0.5084

0.5

k

0.9730 0.9077 0.7203 0.6629 0.5271

1

k

- 0.9227 0.7572 0.7041 0.6353

2

k

- 0.9502 0.8291 0.7858 0.6699

5

k

- 0.9765 0.8925 0.8546 0.7124

0.3

 

0.1

k

- 0.9011 0.7049 0.6459 0.5084

0.5

k

- 0.9077 0.7204 0.6630 0.5273

1

k

- - 0.7588 0.7058 0.5757

2

k

- - 0.8338 0.7910 0.6753

0.5

 

0.1

k

- - 0.7049 0.6459 0.5084

0.5

k

- - 0.7207 0.6634 0.5277

1

k

- - - 0.7092 0.5797

1.5

k

- - - - 0.6314

ч и .

.

.

,

C

t2 .1

, ё .3.

[4],

, ,

, .

-

( (2.2) (2.3)).

1 2 0

W a

 1 2 0

a

,

. .

 

k y

. ,

(1.15) (2.8)

, [4]

(7)

78

1. . .

.// . . . 1988.

.41. №5. .34-40.

2. . ., . .

.// . . . 1994. .47. №3-4. .31-36.

3. . .

.// . . . . 1987. .40. №1. .24-29.

4. . .

.// . .

. 2013. .66. №4. .38-48.

5. Belubekyan M.V., Belubekyan V.M. Surface waves in piezoactive elastic system of a layer on a semi-space. Proceedings of the Yerevan State University, Physical and Mathematical Sciences 2013, Mechanics, № 3, p. 45–48.

6. Collet Bernard, Destrade Michel, Maugin Gerard A. Bleustein-Gulyaev waves in some functionally graded materials.// European Journal of Mechanics A/Solids 25 (2006) 695-706.

7. Hasanyan D.J., Piliposian G.T., Kamalyan A.H., Karakhanyan M.I. Some dynamic problems for elastic materials with functional inhomogeneties: anti-plane deformations. Continuum Mech. Thermodyn. (2003) 15: 519-527.

8. . .

. // . . . 1999. .52. №1. .12-16.

9. Li Peng, Feng Jin. Bleustein-Gulyaev waves in a transversely isotropic piezoelectric layered structure with an imperfectly bonded interface//Smart Mater. Struct 21 (2012) 045009 (9pp).

10. CAO Xiaoshan, Jin Feng, WANG ZiKun & Lu TianJian Bleustein-Gulyaev waves in a functionally graded piezoelectric material layered structure//Sci China Ser G-Phys Mech Astron, Apr. 2009, vol.52, no. 4,613-625.

11. . ., . ., . ., . .

. .: , , 1991. 416 .

12. . ., . . . :

, 1982.

13. . ., . ., . .

. Editorial , 2003. 336 .

и :

А и А ич – ,

.: (094)90-96-92, (060)44-71-70 E-mail: [email protected]  

Referências

Documentos relacionados

In this paper, stability analysis of thick-walled spherical and cylindrical shells made of functionally graded incompressible hyperelastic material subjected

The presence of initial stress in piezoelectric composite structure introduces number of problems such as fre‐ quency shift, variation in phase velocity of SH waves that degrades

To model tensile strength of functionally graded steels it has been assumed that the austenitic functionally graded steel consists of mγ layers and ferritic functionally graded

Harmonic differential quadrature method for static analysis of functionally graded single walled carbon nanotubes based on Euler-Bernoulli beam

In this paper, static and dynamic analysis of functionally graded skew plates based on three di- mensional elasticity and graded finite element method is investigated.. For the

An investigation on the effect of uniform tensile in plane force on the radially symmetric vibratory characteristics of functionally graded circular plates of linearly

Research on Free Vibration Frequency Characteristics of Rotating Functionally Graded Material Truncated Conical Shells with Eccentric Functionally Graded Material Stringer and

A 1D Finite Element model for static response and free vibration analysis of functionally graded material (FGM) beam is presented in this work.. The FE model is based on