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:
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