Biomedical Engineering Reference
In-Depth Information
Table 6.5
Formulations of generalized isotropic Hooke's law
based on different elastic constants (elastic stiffness form).
Hooke's law
σ =
C
ε
|
σ
ij
=
C
ijkl
ε
kl
Formulation based on Lame's constants
σ =
(
λ
1
⊗
1
+
2
µ
L
−
1
)
ε
|
σ
ij
=
λε
kk
δ
ij
+
2
µε
ij
Formulation based on Young's modulus and Poisson's ratio
1
+
ν
·
1
−
2
ν
1
⊗
1
+
L
−
1
ε
1
+
ν
·
ε
ij
+
1
−
2
ν
δ
ij
ε
kk
E
ν
E
ν
σ =
σ
ij
=
Formulation based on bulk modulus and shear modulus
σ =
K
)
ε
·
ε
ij
+
δ
ij
ε
kk
−
L
−
1
1
3
1
⊗
1
3
K
2
G
6
G
1
⊗
1
+
2
G
(
−
σ
ij
=
2
G
Decomposition in volumetric and deviatoric parts
2
G
L
−
1
σ =
3
K
ε
m
1
Volumetric response
+
e
Deviatoric response
σ
ij
=
K
ε
kk
δ
ij
Volumetric response
+
2
Ge
ij
Deviatoric response
compression test, from which Young's modulus
E
and Poisson's ratio
ν
can be
obtained.
A summary of the different formulations of Hooke's law in matrix form is given
in Table 6.5 and compared with the corresponding tensor form given in common
literature, for example, [2, 10, 15, 16].
The decomposition of the stress vector into spherical and deviatoric components
can also be performed based on projection tensors. The deviatoric stress vector
s
is
obtained by subtracting the spherical state of stress from the actual state of stress.
Thus, we can write
T
1
3
11
1
3
11
1
3
1
⊗
1
σ
=
I
σ
T
s
=
σ
−
σ
m
1
=
σ
−
σ
=
I
−
σ
=
I
−
(6.30)
and define the deviatoric projection tensor
1
3
1
⊗
1
I
=
I
−
(6.31)
to transform the actual stress state in its deviatoric part. Respecting
1
T
1
=
3, we
can indicate the following properties of the deviatoric projection tensor: