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ACME 2011 Proceedings of the 19 UK National Conference of the ...

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Figure 1: Proposed methodology for arterial elasticity estimation.<br />

2 METHODOLOGY<br />

The methodology employed for <strong>the</strong> arterial property estimation algorithm is broadly classified<br />

into <strong>the</strong> following stages as shown in figure 1.<br />

Stage 0 deals with <strong>the</strong> real-time patient specific data acquisition via dynamic MRI, which<br />

captures <strong>the</strong> displacement <strong>of</strong> arteries due to distending pressure as <strong>the</strong> blood flows. Data<br />

acquired here acts as a benchmark against which <strong>the</strong> results <strong>of</strong> <strong>the</strong> CFD model are compared.<br />

This stage is not included in <strong>the</strong> current work but is essential in establishing <strong>the</strong> link between<br />

<strong>the</strong> human body and <strong>the</strong> CFD model.<br />

Stage 1 constitutes <strong>the</strong> solution for <strong>the</strong> forward problem, which employs an explicit scheme<br />

to solve <strong>the</strong> governing 1D equations (1),(2) applied to flow through compliant tubes [3]. The<br />

arterial deformation in response to <strong>the</strong> cardiac output <strong>of</strong> <strong>the</strong> heart is artificially obtained from<br />

<strong>the</strong> blood-flow model in terms <strong>of</strong> <strong>the</strong> nodal area. The solution procedure also results in <strong>the</strong> nodal<br />

velocity <strong>of</strong> blood and <strong>the</strong> nodal pressure is finally evaluated using area and velocity values. The<br />

Locally Conservative Taylor-Galerkin method (LCG) that is employed in <strong>the</strong> solution scheme<br />

helps reduce computational effort as it prevents <strong>the</strong> need to invert huge matrices originating<br />

from <strong>the</strong> conventional assembly process, by treating each element as a separate sub-domain<br />

with its own boundaries. Also, <strong>the</strong> incorporation <strong>of</strong> discontinuities is simplified in LCG as<br />

co-located nodes are permitted to have different properties.<br />

∂u<br />

∂t<br />

∂A<br />

∂t<br />

+ u∂u<br />

∂x<br />

+ ∂(Au)<br />

∂x<br />

= 0 (1)<br />

1 ∂p 1 ∂τ<br />

+ + = 0 (2)<br />

ρ ∂x ρ ∂x<br />

It should be noted that for <strong>the</strong> solution <strong>of</strong> <strong>the</strong> forward problem in stage 1, arterial stiffness<br />

was assumed to be known, but in real life problems <strong>the</strong> stiffness is actually not known a priori<br />

and its estimation is <strong>the</strong> hallmark <strong>of</strong> this work. Even though <strong>the</strong> forward problem solution<br />

is obtained only after using stiffness as an user input, inverse property estimation can be<br />

employed to yield <strong>the</strong> actual stiffness <strong>of</strong> arteries by making comparisons between <strong>the</strong> model<br />

predicted and experimental data. The Levenberg Marquardt (LM) optimization is used here<br />

[4, 5]. It is an iterative technique that locates a local minimum <strong>of</strong> a multivariate function that is<br />

expressed as <strong>the</strong> sum <strong>of</strong> squares <strong>of</strong> several non-linear, real-valued functions. It has been adopted<br />

in various data-fitting applications and has become a standard technique for non-linear least<br />

squares problems. As a starting point, an objective function incorporating just nodal areas is<br />

considered. It is <strong>the</strong> least square error between <strong>the</strong> actual and model predicted area (nodal<br />

basis). The objective function is as expressed in equation (3).<br />

n�<br />

2<br />

f = (Aj − Aj)<br />

j=1<br />

where, Aj is a vector <strong>of</strong> actual nodal areas (experimental data), Aj is a vector <strong>of</strong> model predicted<br />

nodal areas and j corresponds to <strong>the</strong> number <strong>of</strong> nodes. The LM algorithm operates by<br />

minimizing this objective function which in a physical sense is equivalent to repeating <strong>the</strong> forward<br />

run in an intelligent manner until <strong>the</strong> measured displacements equal <strong>the</strong> model predicted<br />

(3)<br />

18

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