Issue 42
J.-M. Nianga et alii, Frattura ed Integrità Strutturale, 42 (2017) 280-292; DOI: 10.3221/IGF-ESIS.42.30
0 ij Y x y
0 k u u x y 1 k
1
1
1
( w
( w
)
)
dy
e
dy
0
ikl
y
y
Y
(72)
j
j
i
l
l
i
*
w V
YC
All these results can then be summarized through the following proposition:
Proposition3. Under the expansions (47) and (48) for the solution ( ( , ), ( , )) u x y x y
of Problem (46), the first term
0 0 ( ( ), ( )) u x x
satisfies Eqs. (62)-(63) and appropriate boundary conditions. Furthermore, for given 0
0 ( ( ), ( )), u x x
the
D ) is therefore, defined as
field 1
1 ( ( , ), ( , )) u x y x y
is the solution of the nonlinear problem ( LHP ; Eqs. 70-71), and ( 0 ij , 0 i
0
0 x ( ( )).
( ( )) x grad u x and grad x
functions of
So, Eqs. (70)-(71) represent a nonlinear piezoelectric law.
A NALYSIS OF THE ( STRAIN , ELECTRIC POTENTIAL )-( STRESS , ELECTRIC DISPLACEMENT ) LAW
Remark1. Problem ( LHP ) can be written as in the following simplified form:
* inV V u YC
u
1 1 ( , ) u
*
such that we obtain, for given 0
0
( ) ( ) u x and x :
Find
YC
0 ( ) a h u h u h w u dy 1 ( ) 1 ( ) u
ijkl
klx
kly
jiy
Y
u
0 ( )
1 ( )
1
)
e h
h
( h w u dy
0
ijk kx
ky
ijy
Y
(73)
(.)
(.)
(.)
k
k
(.) klx h
h
h
;
(.)
;
(.)
kly
kx
x
y
x
l
l
l
u
u
*
w V
YC
and
0 ( )
1
1
0 ( ) e h u h u h w 1 ( ) (
1
( ) (
) dy
h
h
iy h w
dy
)
0
ij
jx
jy
ikl
klx
kly
iy
Y
Y
(.)
h
(74)
(.)
iy
y w V
k
*
YC
Remark2. Denoting
0 ( ); H h u h h u u u 1 ( );
1
1
0
0
;
D D
;
;
kl
klx
kl
kly
ij
ij
i
i
(75)
Problem ( LHP ) can then be formulated as follows: Find * * ( , ) u u YC YC u inV V
6
3
kl k H and H R R :
such that we obtain, for given
u
u
( ) (
( ) a H h u h w u dy ( )
ijk k k e H h
) h w u dy
0
ijkl
kl
kl
ji
ij
Y
Y
(76)
u
u
*
w V
YC
289
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