Justin K Wong, Dan L Romanyk, Roger W Toogood, Giseon Heo, Jason P Carey, Paul W Major
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Second order angulation tested ranged from 0 to 6 degrees. Results for conventional brackets in the presence of perturbations at 0 degrees showed there was a statistically significant reduction (P<0.001) in RS when compared to controls. At 6 degrees, this difference (P<0.001) was seen in both high perturbation groups and one of the low perturbation groups. For passive ligated brackets, no statistically significant difference between groups was seen at 0 degrees. However, at 6 degrees high perturbation groups both resulted in statistically significant (P<0.001) reductions in RS when compared to controls. From this study it was concluded that passive ligated brackets have a lower RS when compared to conventional ligated brackets under all test conditions and angulations. 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引用次数: 6
摘要
正畸文献表明,所有结扎方法在临床情况下表现相似;然而,这背后的原因还需要进一步调查。一种新型的摩擦装置能够测量支架水平的力,并使用定制的微扰装置来研究微扰对传统和被动连接支架的滑动阻力(RS)的影响。使用用于RS的0.018 x 0.025不锈钢丝对150个3M Victory系列孪生(0.022槽)和150个Damon Q托架(0.022槽)进行了测试。有5个测试组,由相同数量(n=30)组成,代表高、低振幅和频率的扰动组合以及控制。二级角测试范围从0到6度。在0度扰动存在时,传统托架的结果显示有统计学上显著的降低(P
The effect of perturbations on resistance to sliding in second-order moments comparing two different bracket types.
Orthodontic literature has shown all ligation methods to behave similarly in the clinical situation; however, the reasoning behind this still requires further investigation. A novel frictional device able to measure forces at the level of the bracket along with a custom perturbation device was used to investigate the effect of perturbations on resistance to sliding (RS) using conventional and passive ligated brackets. 150 3M Victory Series twins (0.022 slot) and 150 Damon Q brackets (0.022 slot) were tested using an 0.018 x 0.025 stainless steel wire for RS. There were 5 test groups consisting of equal numbers (n=30) representing combinations of high and low amplitude and frequency of perturbations along with a control. Second order angulation tested ranged from 0 to 6 degrees. Results for conventional brackets in the presence of perturbations at 0 degrees showed there was a statistically significant reduction (P<0.001) in RS when compared to controls. At 6 degrees, this difference (P<0.001) was seen in both high perturbation groups and one of the low perturbation groups. For passive ligated brackets, no statistically significant difference between groups was seen at 0 degrees. However, at 6 degrees high perturbation groups both resulted in statistically significant (P<0.001) reductions in RS when compared to controls. From this study it was concluded that passive ligated brackets have a lower RS when compared to conventional ligated brackets under all test conditions and angulations. Also, amplitude of perturbations has a larger role than frequency in reduction of RS values.