The effects of third-order torque and self - Saint Louis University
The effects of third-order torque and self - Saint Louis University
The effects of third-order torque and self - Saint Louis University
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Results<br />
<strong>The</strong> data were analyzed using SPSS s<strong>of</strong>tware, version<br />
14.0 (SPSS, Inc., Chicago, IL). <strong>The</strong> mean frictional<br />
resistances <strong>and</strong> st<strong>and</strong>ard deviations there<strong>of</strong>, associated<br />
with five individual crown-attachment sets <strong>and</strong> each <strong>of</strong> the<br />
seven <strong>torque</strong> values, are shown in Table 3-1. Figure 3-11<br />
displays the mean frictional resistances from each <strong>of</strong> the<br />
crown-attachment sets; the seven means (associated with<br />
<strong>torque</strong>-angles) for an individual set are connected in <strong>order</strong><br />
by straight lines. Significant differences in mean<br />
frictional resistances across pairs <strong>of</strong> <strong>third</strong>-<strong>order</strong> <strong>torque</strong><br />
values from each set were statistically analyzed with the<br />
Mann-Whitney U test (Table 3-2). Kruskal-Wallis one-way<br />
analyses <strong>of</strong> variance <strong>and</strong> post-hoc Tukey comparisons<br />
determined significant differences (p < 0.05) between<br />
frictional resistances across the five crown-attachment<br />
sets at each <strong>of</strong> the seven <strong>torque</strong> angles <strong>and</strong> are presented<br />
in Tables 3-3 <strong>and</strong> 3-4.<br />
Actual test-archwire dimensions were determined to be<br />
equal to their nominal sizes. <strong>The</strong> average width <strong>and</strong> height<br />
<strong>of</strong> the wires were 0.0190 <strong>and</strong> 0.0250 inches, respectively.<br />
Neither +5 nor -5 five degrees <strong>of</strong> <strong>third</strong>-<strong>order</strong> rotation<br />
resulted in significant changes in frictional force from<br />
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