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ARUP; ISBN: 978-0-9562121-5-3 - CMBBE 2012 - Cardiff University

ARUP; ISBN: 978-0-9562121-5-3 - CMBBE 2012 - Cardiff University

ARUP; ISBN: 978-0-9562121-5-3 - CMBBE 2012 - Cardiff University

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associated with the volumetric change J = det F , F is the deformation gradient tensor<br />

defined as F = ∂x ∂X<br />

. The bulk modulus k plays the role of a parameter penalizing the<br />

volumetric change quantified by J − 1.<br />

In the limit of k → +∞ , any volumetric change is<br />

strongly penalized, and the above formulation approaches total incompressibility. The<br />

third term which arises from the use of the mixed type formulation is a function of both<br />

the hydrostatic pressure p computed from the displacement field and the interpolated<br />

pressure pɶ from the unknown nodal variables.<br />

The term W is a function of the adopted hyperelastic constitutive model. We assumed<br />

pas<br />

the following transversely isotropic model W transversely for skeletal muscles<br />

pas matrix fiber<br />

W = W + W . (4)<br />

tranversely<br />

matrix<br />

The term W corresponds to the connective tissue of muscles, assumed to behave as a<br />

Mooney-Rivlin material,<br />

2<br />

matrix<br />

i j<br />

W = ∑ cij ( I1 −3) ( I2<br />

−3)<br />

(5)<br />

i+ j=<br />

1<br />

where c are material constants. ij<br />

I and 1 I are the reduced invariants of C defined as<br />

2<br />

fiber<br />

I2 = 1/ 2 ⎡tr( C) − tr(<br />

C ) ⎤ . The term<br />

2 2<br />

I1 = tr(<br />

C ) and ⎣ ⎦<br />

connects the normal Cauchy stress along fiber direction pas<br />

fiber<br />

pas where σ 0<br />

fiber<br />

∂W<br />

λ<br />

pas pas f pas<br />

λf = σ fiber = σ0<br />

f fiber<br />

∂λ<br />

λ0<br />

is a material constant and 0<br />

W corresponds to muscle fibers and<br />

σ with fiber’s stretch λ f as<br />

λ is the optimal fiber stretch. pas<br />

f fiber is the<br />

normalized passive force given by<br />

⎧0,<br />

*<br />

for λ ≤1<br />

pas ⎪<br />

*<br />

f fiber = ⎨γ<br />

1[exp{ γ 2(<br />

λ −1)} −1],<br />

⎪<br />

*<br />

⎩γ<br />

1γ 2 exp(0.4 γ 2)*( λ − 1.4) + γ1[exp(0.4 γ 2)<br />

−1],<br />

*<br />

for 1< λ ≤1.4<br />

*<br />

for λ > 1.4<br />

(7)<br />

*<br />

where γ 1 and γ 2 are material constants and λ is the normalized stretch defined as<br />

*<br />

λ = λ / λ [4].<br />

f<br />

0<br />

3.2 Muscle contraction model<br />

A Hill-type model was adopted to simulate muscle contraction [6]. The Cauchy stress<br />

component along fiber direction (see Eq. (1)) is defined as<br />

Fig.1 Schematic representation of (a) activation, (b) length and (b) velocity dependence<br />

factors for the muscle contraction model used in the numerical simulations.<br />

(6)

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