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PhD Fekete - SZIE version - 2.2 - Szent István Egyetem

PhD Fekete - SZIE version - 2.2 - Szent István Egyetem

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Results<br />

4. RESULTS<br />

4.1. Results regarding the analytical-kinetical model<br />

4.1.1. Effect of the center of gravity – Standard squat model<br />

Since the required parameters and variables are available, the analytical-kinetical model of<br />

subsection 3.2 can be evaluated and compared to the results of other authors. However, let us<br />

first investigate the effect of the horizontally moving center of gravity on the standard squat<br />

model described by Mason et al. [Mason et al., 2008] from subsection <strong>2.2</strong>.<br />

As it has been proven by other authors [Cohen et al., 2001, Mason et al., 2008], the<br />

patellofemoral forces directly depend on the net knee moment in case of the standard squat.<br />

Therefore, it is interesting to see how this moment depends on the position of the center of<br />

gravity. As it was mentioned earlier, the standard squat model is based on the following three<br />

assumptions:<br />

1. During squatting the line of action of the center of gravity does not change its position<br />

horizontally,<br />

2. The femur and tibia are symmetrically positioned (their rotation during the movement<br />

is equivalent),<br />

3. The net knee moment can be derived as a simple function of the flexion angle<br />

(Eq. (2.4) and Eq. (2.5)).<br />

The movement of the center of gravity has been described empirically as a linear function of the<br />

flexion angle (Eq. (3.28) and Eq. (3.29)). In subsection 3.3, an equation has been created<br />

(Eq. (3.37)) to define the moment arm for the net knee moment. This equation, as an<br />

amendment, includes the horizontal movement of the center of gravity (λ 3 ) and the rotation of<br />

the tibia (γ).<br />

Let us substitute Eq. (3.37) into Eq. (2.5) in order to determine the net knee moment with<br />

horizontally moving center of gravity:<br />

M<br />

k<br />

( α)<br />

= 0.5⋅<br />

BW ⋅Ys<br />

( α)<br />

= 0.5⋅<br />

BW ⋅l30 ⋅ λ3(<br />

α)<br />

⋅sin(<br />

α − γ )<br />

(4.1)<br />

After analytically deriving this net knee moment with the moving center of gravity, and<br />

considering that the femur and tibia are not symmetrically positioned, a new calculation was<br />

carried out. In Figure 4.1, two net knee moments are compared: the original net knee moment<br />

without the effect of the horizontally moving center of gravity, and a modified (non-standard)<br />

net knee moment described in Eq. (4.1).<br />

– 119 –

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