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The equivalent mechanical properties of the trabeculated myocardium
(MC) are very difficult to be defined experimentally due to the prevailing
boundary effects. In this work, we develop a numerical homogenization
procedure for deriving the constitutive relations of the trabeculated
myocardium on the basis of voxel modeling, Finite Element (FE) analysis,
and nonlinear data regression. The new constitutive relations allow
us to represent the effect of trabeculation in a continuous FE model,
in which the trabeculated wall is replaced with homogeneous material.
The result is essential for establishing an appropriate computational
model of the entire trabeculated heart, and for future theoretical investigations.
Basic approach
- Propose possible forms of constitutive relations defined in terms
of strain energy density (SED) functions based on the preliminary
studies of the general characteristics of the trabeculated myocardium.
- Obtain three-dimensional stress-strain relations through FE simulations
of a series of stretch experiments designed to generate tri-axial
stress states on a representative volume element (RVE) of the trabeculated
myocardium.
- Use a modified multi-dimensional Levenberg-Marquardt procedure to
compute the best-fit coefficients in the SED functions based on the
obtained stress-strain relations.
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Strain energy density functions
In our computational model, the material properties of the myocardial
core in the trabeculae are defined with an exponential SED function
W = A [exp(B(I1-3)) - 1.0] + C Eff
The first term represents the passive constitutive relation of the
incompressible homogeneous matrix. The second term is the additional
muscle fiber contribution introduced during activation.
Preliminary FE testing indicates that the trabeculated myocardium behaves
qualitatively like the homogeneous myocardium. Based on this finding,
we introduce a new exponential SED function for the passive component
of the trabeculated myocardium in the form
Wp = a1 [exp(a2 Exx*Exx + a3 Eyy*Eyy + a4 Ezz*Ezz +
2 a5 Exx*Eyy + 2 a6 Eyy*Ezz + 2 a7 Ezz*Exx) - 1.0]
, and a polynomial SED function for myofibrils
Wa = (I1 - 3)(a8 Exx*Exx + a9 Eyy*Eyy + a10 Ezz*Ezz
+ 2 a11 Exx*Eyy + 2 a12 Eyy*Ezz + 2 a13 Ezz*Exx)
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Numerial simulations
We perform nonlinear FE analyses to simulate a series of stretch tests
on the RVE. Boundary conditions are imposed such that fully tri-axial
stress states are generated.
Three analyses are performed for each numerical stretch simulation.
Each analysis is completed in 10 load steps. Therefore, a total of 30
pairs of averaged stress-strain correspondences are obtained for each
simualtion. Two sets of stress-strain data are obtained separately for
passive and active myocardium.
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| Figure 2. Distribution of computed
Cauchy stress at local myofibril direction on the deformed mesh
(active analysis). The undeformed mesh is shown in outline. |
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Parameter estimation
We implement a Levenberg-Marquardt nonlinear regression procedure, with
appropriate modifications for multi-dimensional regression, to compute
the best-fit parameters in the proposed SED functions by minimizing
the combined square error of three normal stress components at the same
time. A two-step fitting procedure is used to compute all parameters
in both passive and active SED functions. The seven parameters in Wp
are determined first based on the passive stress-strain data. Then the
six parameters in Wa are determined using active stress-strain data
by fitting W = Wp+Wa, while maintaining the already computed seven parameters
in Wp constant. We computed the parameter correlation matrix to check
if a proposed SED function contains redundant parameters. We also verified
the general applicability of the proposed SED functions.
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