The European Journal of Orthodontics Advance Access originally published online on September 14, 2007
The European Journal of Orthodontics 2007 29(6):578-582; doi:10.1093/ejo/cjm068
| ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
The effect of ligation on the load–deflection characteristics of nickel–titanium orthodontic wire
* Department of Orthodontic, Tsurumi University School of Dental Medicine, Yokohama, Japan
** Laboratory of Mathematics, Tsurumi University School of Dental Medicine, Yokohama, Japan
Address for correspondence Shugo Kasuya, Department of Orthodontics, Tsurumi University School of Dental Medicine, 2-1-3 Tsurumi, Tsurumi-ku, Yokohama, Japan E-mail: kasuya-shugo{at}tsurumi-u.ac.jp
| Summary |
|---|
|
|
|---|
This study examined the effect of ligation on the load–deflection characteristics of nickel–titanium (NiTi) orthodontic wire. A modified three-point bending system was used for bending the NiTi round wire, which was inserted and ligated in the slots of three brackets, one of which was bonded to each of the three bender rods. Three different ligation methods, stainless steel ligature (SSL), slot lid (SL), and elastomeric ligature (EL), were employed, as well as a control with neither bracket nor ligation (NBL). The tests were repeated five times under each condition. Comparisons were made of load–deflection curve, load at maximum deflection of 2000 µm, and load at a deflection of 1500 µm during unloading. Analysis of Variance (ANOVA) and Dunnett's test were conducted to determine method difference (
= 0.05). The interaction between deflection and ligation was tested, using repeated-measures ANOVA (
= 0.05). The load values of the ligation groups were two to three times greater than the NBL group at a deflection of 1500 µm during unloading: 4.37 N for EL, 3.90 N for SSL, 3.02 N for SL, and 1.49 N for NBL (P < 0.01). For the EL, a plateau region disappeared in the unloading curve. SL showed the smallest load. The ligation of the bracket wire may make NiTi wire exhibit a significantly heavier load than that traditionally expected. NiTi wire exhibited the majority of its true superelasticity with SL, whereas EL may act as a restraint on its superelasticity.
| Introduction |
|---|
|
|
|---|
Today it has become commonplace for orthodontists to use nickel–titanium (NiTi) archwires, at least in the initial stage of treatment for levelling and aligning. Andreasen and Morrow (1978)
However, it is well known that the efficiency of tooth movement in the levelling stage can be adversely affected by friction generated between the wire and the bracket, Nakada or the ligation system (Okamoto, 1987
; Noda and Soma, 1993
; Noda et al., 1993
; Otsubo, 1994a
,b
; Nakada et al., 2001; Hain et al., 2003
; Moore et al., 2004
). Various self-ligating brackets advocated as low friction or friction free have been developed and marketed. The widely accepted merit of these self-ligating brackets is that their use can lead not only to a reduction of chair time but also to less friction. The latter will facilitate more effective utilization of light forces while making use of the superelasticity and shape-memory effect of the NiTi wire (Damon, 1998
; Kapur et al., 1998
; Griffiths et al., 2005
; Henao and Kusy, 2005
; Tecco et al., 2005
).
Many studies have been conducted concerning friction between the archwire and bracket (Noda and Soma, 1993
; Noda et al., 1993
; Damon, 1998
; Kapur et al., 1998
; Nakada et al., 2001
; Hain et al., 2003
; Moore et al., 2004
; Griffiths et al., 2005
; Henao and Kusy, 2005
; Tecco et al., 2005
). No research has, however, been published on how the superelasticity of the NiTi archwire is affected by the ligation system.
The mechanical properties of an orthodontic wire can be described in two ways: the intrinsic or true properties, which concern the real nature of the wire itself, and the effective properties, which concern the nature of the wire that is actually exhibited during treatment, after the wire experiences friction with the bracket or the ligation system, the intraoral temperature, and its transition, etc.
The purpose of the present study was to examine the effect of ligation on the load–deflection characteristics of NiTi orthodontic wire using a modified three-point bending system capable of allowing bracket bonding and wire ligation.
| Materials and methods |
|---|
|
|
|---|
A modified three-point bending system (Nagasaka et al., 2006
|
In the present experiment, the wire was inserted and ligated in the slots of three brackets, one of which was bonded to each of the three bender rods. These brackets were arranged to all face in the same direction, as would be the case in the clinical situation (Figure 2b–d). The control, however, was set up with neither bracket nor ligation (NBL) and, in this case, was held between the outer rods and the central rod as shown in Figure 2a. Prior to testing, the inter-bender rod distance was fixed at 7 mm.
|
The maximum deflection was set to 2000 µm to partially reflect a clinical situation where a NiTi archwire would be used for aligning mildly crowded anterior teeth.
Materials
Three orthodontic brackets were bonded to three vertically set up bender rods, one for each, with a dental adhesive resin, Superbond® (Sunmedical Co., Ltd, Shiga, Japan) all at the same level (Figure 2). The brackets utilized were pre-adjusted for lower incisor use [Clear Bracket® (Dentsply-Sankin, Tokyo, Japan)] with a slot width of 0.022 inches (0.56 mm).
The specimen wires were cut in lengths of 30 mm from the straight, posterior segments of preformed, 0.016-inch NiTi archwires (Ormco, Orange, California, USA).
For ligation, the following three different methods were used to engage the specimen wire into the bracket slot, to at least partially reflect a clinical situation (Figure 2b–d):
- b. Stainless steel ligature (SSL) of 0.010 inches (0.25 mm) diameter (Ortho Organizers, Carlsbad, California, USA)
- c. Slot lid (SL; Clear Snap®, Dentsply-Sankin)
- d. Elastomeric ligature (EL; TP Orthodontics, La Porte, Indiana, USA).
- c. Slot lid (SL; Clear Snap®, Dentsply-Sankin)
Measurement
For each ligation method, a bending cycle comprising loading and unloading was repeated five times at a speed of 10 µm/seconds for a maximum deflection of 2000 µm using a new specimen of wire on each occasion. To eliminate interpersonal variation in ligation procedure, all ligations were carried out by the same orthodontist who was well-practiced in the procedure. In addition, to minimize intrapersonal variation, the following ligation procedures were used for each ligation method.
- A pair of mosquito forceps was used to cap the bracket slot with the SL.
- A gun-type elastic shooter (Straight Shooter®, TP Orthodontics) was used to put on the EL around the bracket wings.
- The ligature tying pliers were always turned five times to carefully ligate the SSL by generating only a relatively light binding force. This was to ensure that the ligation procedure-deriving force would be small enough not to be detected by the load cell, as this can pick up and show force greater than 0.1 N on the monitor screen.
In addition, in order to form a control group of data, five round-trip bendings were conducted at the same speed, and for the same amount of deflection, this time without any bracket bonded and therefore with no ligation.
The atmospheric temperature for the experiment was set at 37.0°C to reflect that of the oral environment, but otherwise the atmospheric conditions were left the same as those of the laboratory. Comparisons were made in load–deflection curve, load at maximum deflection of 2000 µm, and load at a deflection of 1500 µm during unloading. Digital data on load–deflection relationships were simultaneously collected for comparative evaluation. For statistical evaluation, differences among the three ligation methods were tested by comparing the mean values with ANOVA (
= 0.05; Windows Release 11.5.1, SPSS Inc., Chicago Illinois, USA). Additionally, Tukey's test was used to statistically identify group difference (
= 0.05) and Dunnett's test was used to compare each of the three ligation methods with the control (
= 0.05). Repeated-measures ANOVA was also used to assess the interaction between the two amounts of deflection and the three modes of ligation (
= 0.05).
| Result |
|---|
|
|
|---|
Figure 3 shows load–deflection curves for NBL, SSL, SL, and EL. The wire in the NBL exhibited a so-called typical NiTi curve containing an unloading plateau range of approximately 1.5 N (Figure 3a). Apparent unloading plateaus were also exhibited for both SSL and SL (Figure 3b,c), though their force levels differed by about 1 N, being approximately 3.5–4 and 2.5–3 N, respectively. The unloading curve for the EL was drawn linearly (Figure 3d), containing no plateau range. Table 1 shows load values at the maximum deflection of 2000 µm for the four different ligation systems, including the NBL. The systems listed in descending order of load magnitude at 2000 µm deflection were SSL, EL, SL, and NBL (P < 0.01). For all groups, the standard deviation (SD) was minimal, which indicates that the method as well as the system had a high reproducibility.
|
|
In the present study, the load level of the unloading plateau was represented by the load value detected at a deflection of 1500 µm. Table 2 shows the load values and their mean at deflection of 1500 µm during unloading and Figure 4 the mean values of all groups. The load values of the ligation groups were two to three times greater than those of the control: 1.49 N for the NBL, 3.90 N for the SSL, 3.02 N for the SL, and 4.37 N for the EL (P < 0.01).
|
|
Repeated-measures ANOVA showed the significance of the interaction (P < 0.05) between deflection and ligation mode (Table 3). The graph of estimated marginal means (Figure 5) showed an apparent reversal of load order between SSL and EL during unloading from 2000 to 1500 µm.
|
|
| Discussion |
|---|
|
|
|---|
Setting of the bending speed was one of the main concerns because different speeds have been used previously. For example, Hamanaka et al. (1989)
Table 1 shows load values detected at a deflection of 2000 µm and their means for all the four methods. The use of the Straight Shooter® in ligating with ELs and the monitoring of the force effect of the ligation procedure while ligating SSLs seem to have minimized intrapersonal variation in the ligation procedure. This can be inferred from the rather small SD values of the five measurements of load values for EL and SSL (Tables 1 and 2). These small SD values also reflect the reliability and reproducibility of the system.
For NBL, the mean load detected at a deflection of 2000 µm was 2.24 N (Table 1), which is in agreement with the result reported by Watanabe et al. (1982)
, who set their bending speed to 50 µm/30 seconds. In the present study, the NBL method was adopted to form a control group of data that would, as far as possible, reflect the true properties of the NiTi wire with no influence of ligation.
Among the ligation groups measured at deflection of 2000 µm, the SSL group exhibited the greatest mean load, 7.83 N, and the SL the smallest, 5.85 N, with the referential NBL exhibiting 2.24 N (Table 1). The results suggest that the ligation system has the effect of increasing the load by a factor of two to three. It can also be inferred from this result that the increased amount of load corresponds to the force required in the ligation procedure to engage the wire in the slot. Clinically, the load difference due to the variation of ligation methods may affect the level of discomfort experienced by the patient, who may feel more discomfort with the SSL method and less with the SL.
If the load–deflection curves (Figure 3) are compared, an obvious difference in the unloading curves among the different ligation methods can be seen. The NBL group exhibited an apparent plateau demonstrating that the specimen wire possessed the expected superelastic property of typical NiTi wire (Figure 3a). For both the SSL and SL groups, there was also an apparent unloading plateau (Figure 3b,c). In the EL group, however, no unloading plateau was observed (Figure 3d); its load–deflection curve during unloading appeared almost linear and similar to stainless steel wires. This result can be interpreted as the disappearance of the superelasticity of the NiTi wire.
As can be seen by comparing the mean load values at a deflection of 1500 µm (Table 2), the EL group showed the greatest load, 4.37 N, followed by the SSL 3.90 N, and the SL 3.02 N. Compared with the result obtained at a deflection of 2000 µm, the order of load magnitude was reversed between the SSL and the EL. It was considered that both the disappearance of the unloading plateau in the EL and the reversal of the load magnitude order between the SSL and the EL was due to the effect of the elastic properties of the EL. Its elasticity is expected to give a continuously tightening pressure to the specimen wire in the bracket slot, whereas this is not possible in the case of the SSL. This pressure, which can also be regarded as a frictional force, may be restraining the intrinsic mechanical behaviours of the NiTi wire. This is supported by the result of the repeated-measures ANOVA, which showed a significant interaction (Table 3). This assumption is also consistent with Ireland et al. (1991)
, who reported that ligation with EL exhibited significantly more friction than that with SSL. For the SSL, a tightening pressure will be exerted only in the early stage after ligation because of the high plasticity possessed by the fairly thin SSL. The SL group showed the smallest load value of 3.02 N (Table 2). This result is in accordance with Tecco et al. (2005)
, who reported that self-ligation brackets such as the Damon® bracket exhibited less friction than any conventional bracket. As shown in Figure 3c, the unloading plateau is formed at a level of 3.0 N. The result demonstrates that the SL is the ligation method that can facilitate the greatest possible exhibition of superelasticity by the NiTi wire.
| Conclusion |
|---|
|
|
|---|
- The ligation of brackets may result in the NiTi wire exhibiting significantly heavier loads and significantly different load–deflection curves from those traditionally expected.
- The load traditionally expected to be generated by the true properties of the NiTi wire may be doubled or tripled by the act of ligation when measured in the unloading plateau region.
- The EL may act as a restraint on NiTi wire by limiting superelasticity.
- Of the three different ligation methods, the SL to allowed the superelastic properties of NiTi to be expressed.
| References |
|---|
|
|
|---|
-
Andreasen GF, Morrow RE. Laboratory and clinical analysis of nitinol wire. American Journal of Orthodontics (1978) 73:142–151.[CrossRef][Medline]
Damon DH. The Damon low-friction bracket: a biologically compatible straight-wire system. Journal of Clinical Orthodontics (1998) 32:670–680.[Medline]
Garrec P, Jordan L. Stiffness in bending of a superelastic Ni-Ti orthodontic wire as a function of cross-sectional dimension. Angle Orthodontist (2004) 74:691–696.[Web of Science][Medline]
Garrec P, Tavernier B, Jordan L. Evolution of flexural rigidity according to the cross-sectional dimension of a superelastic nickel titanium orthodontic wire. European Journal of Orthodontics (2005) 27:402–407.
Griffiths HS, Sherriff M, Ireland AJ. Resistance to sliding with 3 types of elastomeric modules. American Journal of Orthodontics and Dentofacial Orthopedics (2005) 127:670–675.[CrossRef][Web of Science][Medline]
Hain M, Dhopatkar A, Rock P. The effect of ligation method on friction in sliding mechanics. American Journal of Orthodontics and Dentofacial Orthopedics (2003) 123:416–422.[CrossRef][Web of Science][Medline]
Hamanaka H, Yoneyama T, Doi H, Okamoto Y, Mogi M, Miura F. Mechanical properties and phase transformation of super-elastic Ni-Ti alloy wires. Part 1: relation between super-elasticity and phase transformation. Dental Materials Journal (1989) 8:207–215.
Henao SP, Kusy RP. Frictional evaluations of dental typodont models using four self-ligating designs and a conventional design. Angle Orthodontist (2005) 75:75–85.[Web of Science][Medline]
Ireland AJ, Sherriff M, McDonald F. Effect of bracket and wire composition on frictional forces. European Journal of Orthodontics (1991) 13:322–328.
Kapur R, Sinha PK, Nanda RS. Frictional resistance of the Damon SL bracket. Journal of Clinical Orthodontics (1998) 32:485–489.[Medline]
Kusy RP. A review of contemporary archwires: their properties and characteristics. Angle Orthodontist (1997) 67:197–208.[Web of Science][Medline]
Moore MM, Harrington E, Rock WP. Factors affecting friction in the pre-adjusted appliance. European Journal of Orthodontics (2004) 26:579–583.
Nagasaka S, Hanyuda A, Yoshida T. A modified three-point bending system and its validity. Tsurumi University Dental Journal (2006) 32:109–116.
Nakada N, Ueki S, Kiyomura M, Matsumura C, Takeyama H, Kanegae H. A comparative study of frictional force between orthodontic wire and brackets. Meikai University Dental Journal (2001) 30:231–241.
Noda T, Okamoto Y, Hamanaka H. Frictional property of orthodontic wires—evaluation by static frictional coefficients. Journal of the Japan Orthodontic Society (1993) 52:154–160.
Noda T, Soma K. Frictional property of orthodontic wires—friction among ligature wire, bracket and arch wire. Journal of the Japan Orthodontic Society (1993) 52:502–508.
Okamoto Y. Studies on super-elastic NiTi alloy square and rectangular wires for orthodontic use—1. Mechanical properties. The Journal of Stomatological Society, Japan (1987) 54:57–67.
Otsubo K. Changes in force level of Ni-Ti alloy wires in the experimental oral environment. Journal of the Japanese Orthodontic Society (1994a) 53:555–561.
Otsubo K. Development of the super-elastic Ti-Ni alloy wire appropriate to the oral environment. Journal of the Japanese Orthodontic Society (1994b) 53:641–650.
Tecco S, Festa F, Caputi S, Traini T, Lorio D D, DAttilio M. Friction of conventional and self-ligating brackets using a 10 bracket model. Angle Orthodontist (2005) 75:1041–1045.[Web of Science][Medline]
Watanabe K. Studies on new superelastic NiTi orthodontic wire. Part 1. Tensile and bend test. Dental Materials Journal (1982) 23:47–57.
This article has been cited by other articles:
![]() |
N. Pandis, T. Eliades, and C. Bourauel Comparative assessment of forces generated during simulated alignment with self-ligating and conventional brackets Eur J Orthod, December 1, 2009; 31(6): 590 - 595. [Abstract] [Full Text] [PDF] |
||||
| ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||





