Biomedical Engineering Reference
In-Depth Information
in the undeformed mesh, the element in the deformed mesh that contained
the node is located using a direct search. The local coordinates of the eight
nodes of the element containing node N are assembled into an 8 × 3 matrix
φ ( ξ i i i ), where ξ i i , and ζ i are the local element coordinates of the nodes
composing the element; for instance, node 1 has local coordinates ( 1,1,1).
The local coordinates are related to the global coordinates via the interpolating
polynomial coefficients arising from the shape functions as follows [40]:
[ φ ] = [ G ][ α ]
111
· · ·
· · ·
111
1 x 1
y 1
z 1
xy 1
yz 1
xz 1
xyz 1
α 1 β 1 γ
· · ·
· · ·
α 8
· · · · ·
·
·
·
=
· · · · ·
·
·
·
1 x 8
y 8
z 8
xy 8
yz 8
xz 8
xyx 8
β 8
γ 8
(12.29)
Here, α is an 8 × 3 matrix containing the polynomial coefficients and ( x i , y i , z i )
are the coordinates of node i in the global coordinate system. The matrix α is
then determined for each node N in the reset mesh:
[ α ] = [ G ] 1 [ φ ] .
(12.30)
The local element coordinates ( ξ N N N ) of node N follow from α and the
global coordinates ( x N , y N , z N ):
α 1 β 1 γ
α 2 β 2 γ 2
· · ·
· · ·
· · ·
α 8
[ ζ N η N ξ N ] = [1 x N y N z N xy N yz N xz N xyz N ]
(12.31)
β 8
γ 8
The interpolated value then follows from the local coordinates, the nodal val-
ues and the trilinear shape functions. For example, the interpolated template
intensity is computed using
8
T N ( ξ N N N ) =
T i h i ( ξ N N N ) ,
(12.32)
i = 1
where the T i are nodal intensity values and h i are the shape functions corre-
sponding to each node evaluated at ( ξ N N N ). The displacements u ( X ) are
interpolated using the same procedure. Note that this interpolation strategy is
consistent with the shape functions used in the FE solution process.
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