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Propagation of Lamb waves in anisotropic rough plates:
a perturbation method
Catherine Potel, Damien Leduc, Bruno Morvan, Pascal Pareige, Claude Depollier, Jean-Louis Izbicki
To cite this version:
Catherine Potel, Damien Leduc, Bruno Morvan, Pascal Pareige, Claude Depollier, et al.. Propagation
of Lamb waves in anisotropic rough plates: a perturbation method. 7ème congrès de la Société
Française d’Acoustique (CFA/DAGA’04), Mar 2004, Strasbourg, France. pp.147-148. �hal-03165610�
Propagation of Lamb waves in anisotropic rough plates : a perturbation method
Catherine Potel 1 , Damien Leduc 2 , Bruno Morvan 2 , Pascal Pareige 2 , Claude Depollier 1 , Jean-Louis Izbicki 2
1 Laboratoire d’Acoustique de l'Université du Maine (LAUM) UMR CNRS 6613, Le Mans, FRANCE, Email: catherine.potel@univ-lemans.fr
2 Laboratoire d'Acoustique Ultrasonore et d'Electronique (LAUE) UMR CNRS 6068, Université du Havre, Le Havre - FRANCE, Email: damien.leduc@univ-lehavre.fr
Introduction
Rough surfaces have been the subject of many studies involving the propagation of Rayleigh type waves [1-3]. For applications involving internal interfaces guided waves, guided waves such as Lamb waves are more useful. In this paper, the propagation of Lamb waves in an anisotropic plate with a randomly rough surface on one side, the other side being considered as the reference side, is studied. A 3D model is developed for an anisotropic plate in vacuum, characterized by its thickness d, its density ρ and its (6x6) elastic constant matrix ( ) c αβ . The boundary surface
) x , x ( h )
x , x ( H
x
3=
1 2= −
d2+
1 2has a weak variation about the plane
) x , x (
h 1 2 x 3 = − d 2 (see Fig. 1). The
slopes h ' 1 = ∂ h ∂ x 1 and h '
2= ∂ h ∂ x
2are also assumed to be small. A perturbation method is presented in order to express the dispersion equation of the rough plate as a sum of the dispersion equation of the plate with roughless surfaces and of a perturbation.
Figure 1: Geometry of the problem
Theoretical model
Change of basis
Note and the coefficients of the stress tensor expressed respectively in the local basis
j
~ i
σ σ k l
( x ~ 1 , x ~ 2 , ~ x 3 )
~ G G G
B = (linked to each point M ( ) x G
of the surface ,
being the normal vector to the upper surface) and in the cartesian basis. and are related by the tensor formula
) x , x ( H x 3 = 1 2 x 3
~ G
j
~ i
σ σ k l
, (1)
l k l j k i j
i a a
~ = σ
σ
where are the coefficients of the change-of-basis matrix for to B
k
a i
B ~
, which depend on and . Using Eq. (1) permits to write the following matricial relation
' 1
h h ' 2
( ) x 3 J ( ) x 3
~ = σ
σ , (2)
where J is a (3x6) matrix, σ ~ ( ) ( x 3 = ~ σ 33 , ~ σ 23 , ~ σ 13 ) T and
( ) ( x 3 = σ 11 , σ 22 , σ 33 , σ 23 , σ 13 , σ 12 ) T
σ are respectively the
(3x1) column vector made up of the three components of the stress vector linked to the normal vector to the upper surface and the (6x1) column vector made up of the six components of the stress tensor, T denoting the transpose operation.
x 3
~ G
By introducing the slowness vector ( ) η m G of the wave ( ) η in the plate, the particular displacement vector can be written as
, (3)
( ) ∑ ( ) ( ) ( ( )
= η
−
⋅ ω
− η
η
η=
6
1
t x m
e i
P a t
; x u
G
G G
G
G )
where ( ) η a and ( ) η P G
are respectively the displacement amplitude and the polarisation vector of the wave ( ) η , and
ω is the angular frequency of the waves.
The writing of Hooke's law [4] allows to express σ ( ) x 3 as a function of the (6x1) column vector A made up of the six displacement amplitudes ( ) η a :
( ) x 3 = D H ( ) x 3 A
σ , (4)
omitting the factor i ( ( ) m x
1( ) m x
2t )
e
i − ω ⋅ + ⋅ −
η
ω
η− G G G G . The (6x6)
matrix D only depends of the elastic constants , of the slowness vector
c αβ
( ) η m G and of the polarisation vector ( ) η P G . The (6x6) matrix H ( ) x 3 is a diagonal matrix
, (5)
( ) ( ) ⎟
⎠
⎜ ⎞
⎝
= ⎛ − i ω
ηm
3x
33 diag e H x
where ( ) η m 3 is the projection on the x 3 -axis of ( ) η m G
. Substituting Eq. (4) into Eq. (2) leads to
( ) x 3 J D H ( ) x 3 A
~ =
σ . (6)
Second-order expansion
A second-order expansion of all the coefficients of the change-of-basis matrix for B to B ~
permits to express the (3x6) matrix J as a linear combination of six matrices :
(7)
2 2 1 1 2 1 2
1