Biomedical Engineering Reference
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˃(ʵ =
) =
ʻ =
ʽ/((
+ ʽ)
with the assumption
0
0 and the Lame's constants
E
1
(
ʽ))
=
/(
(
+ ʽ))
[ 12 ].
The physical validity of this equation expires with increasing deformation due to
the linearization and does not describe the stress decrease of real material. However,
in practical ( 5 ) and ( 7 ) only differ for deformations higher than 5% strain.
The vectorization of the stress and strain tensors by use of the Voigt notation leads
to the well-known matrix equation:
1
2
and G
E
2
1
1
ʽʽ
ʽ
000
˃ 11
˃ 22
˃ 33
˃ 12
˃ 13
˃ 23
ʵ 11
ʵ 22
ʵ 33
ʵ 12
ʵ 13
ʵ 23
ʽ
1
ʽʽ
000
E
ʽ
ʽ
1
ʽ
000
=
(8)
1
ʽ 2 00
2
0
0
0
(
1
+ ʽ)(
1
2
ʽ)
1
2
ʽ
0
0
0
0
0
2
1
2
ʽ
0
0
0
0
0
2
This linearized equation still describes pure isotropic material behavior. It can
be converted into the generalized Hooke's law by a phenomenological motivated
consideration, so that in principle all 36 coefficients can be chosen independently.
˃ 11
˃ 22
˃ 33
˃ 12
˃ 13
˃ 23
C 11 C 12 C 13 C 14 C 15 C 16
C 21 C 22 C 23 C 24 C 25 C 26
C 31 C 32 C 33 C 34 C 35 C 36
C 41 C 42 C 43 C 44 C 45 C 46
C 51 C 52 C 53 C 54 C 55 C 56
C 61 C 62 C 63 C 64 C 65 C 66
ʵ 11
ʵ 22
ʵ 33
ʵ 12
ʵ 13
ʵ 23
=
(9)
However, both the strain tensor
ʵ
and the stress tensor
˃
are symmetric, so the stiffness
C 1 have to be symmetric as
well. Consequently, only 21 independent coefficients remain, which have to provide
a positive determinant.
One should consider that this kind of anisotropic modeling is only valid for homo-
geneous bodies. However, anisotropic behavior in general is caused by inhomogene-
ity, so this is a crude assumption with very limited validity. For example, a structure
causing momentums cannot be homogenized with the constitutive law ( 9 ).
However, the estimated stiffness is strongly influenced by the numerical process
even for suitable structures.
matrix C and the respective compliance matrix N
=
2.3 Homogenization Approach
In general an analogical homogeneous constitutive law for the underlying inhomo-
geneous microstructure should fulfill the Hill condition [ 13 ].
< ˃ >< ʵ > = < ˃ʵ >
(10)
 
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