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Regarding absolute values, our findings on the mean anterior displacement in normal knees of 8.5 mm are in accordance with those of Daniel et al. [ 32, 33] who reported a value of 8.4 mm.
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The authors studies the raclopride binding (displacement) in groups of subjects (normal and Tourette syndrome).
At the symmetry planes, displacements in normal directions are suppressed.
At the symmetry surface, displacements in normal directions are suppressed and nodal displacements at the top curve of the fixed edge are set to zero.
A 2D, color and spectral Doppler echocardiogram indicated mild non-coaptation of the mitral leaflets associated with slight apically displacement in systole, normal valve thickness and excursion resulting in mild mitral regurgitation.
In step 2, all specimens were continuously kept 180 N compressed for 5 minutes and values of displacement in the normal group and in the mimic group were significantly higher than those in the control group (P < 0.01 and P < 0.05, resp ., while there was not any significant difference between the normal group and the mimic group (P > 0.05).
Here A is linear operator determining the relative displacement of parts in normal direction, G ( x j ) is a function of normal initial gap in the node x j ; Γ C h is junction area that is the set of nodes that can come into contact.
The analytical formulation to estimate the buckling load for a rectangular plate is given in Equation 13, where P x is the applied unidirectional compressive load, w is the displacement in the outward normal direction, and D is flexural rigidity (i.e., a function of the Young's modulus).
At any instant during cyclic loading, the stress in a cohesive element is equal to: (17) T n (t ) = a b · (1 - D (t ) ) · δ n, where a and b are the parameters of the cohesive envelop law, given by Eq. (15), δ n is the relative displacement in the direction normal to the center-line of the element.
At any moment during cyclic loading, the normal stress in a cohesive element is equal to: (8) T n = a b · (1 - D ) · u n where a and b are the parameters of the cohesive envelop law, given by Eq. (6), D is the total damage accumulated in an element and u n is the relative displacement in the direction normal to the center-line of the element.
However, there is no significant displacement in the fault-normal (East) direction.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com