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A COMPARATIVE ANALYSIS OF
COMMONLY USED RETRACTION LOOPS
IN EDGEWISE SYSTEMS- A FINITE
ELEMENT STUDY
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INTRODUCTION
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FEM VS EXPERIMENTAL
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Ideal Loop Characteristics
1) Sufficiently high Moment/Force
(M/F) ratio to bring about desired
tooth movement.
2) Low Load Deflection (F/D) rate to
maintain a low rate of force decay.
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Aims and Objectives
a) Compare the Moment Force ratio
and Load deflection rates from the
FEM with those of Burstone’s
findings.
b) To seek an explanation for
different findings, if any.
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AIMS AND OBJECTIVES
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Aims and Objectives
c) Provided FEM was validated, to
apply it to different loop
configurations, which are routinely
used.
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Materials and Methods
EMRC NISA Ver. 7.0 Finite element
software.
2-D beam elements used.
Elements ranged from 67 to 107.
Boundary conditions applied to
restrain one end of the wire;
force of known magnitude applied
at the other end in an increment of
0.5 N. www.indiandentalacademy.com
MATERIALS AND METHOD
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A MODELLED STANDARD LOOP
FR
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Materials and Methods
• Large deflection Non-Linear Static
Analysis carried out.
• Resultant moment and displacement
values obtained from the computer
analysis.
• M/F and F/D ratios calculated from
this data.
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DISPLACED SHAPE OF THE LOOP
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PHASE I - VALIDATION WITH
BURSTONE’S FINDINGS
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Stage I - Validation with Burstone’s
findings
• The same parameters as employed
by Burstone were used, namely
• Wire dimensions of 0.016” with
properties of
E = 2.1 x 10 4
N/mm2
Yield strength = 40,000 psi
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Stage I- Validation of FEM with
Burstone’s study (Contd)
Variations in Moments and
displacements calculated due to
alteration in loop parameters like
• Loop Height & Diameter
• Horizontal Loop length
• Centred loop or Eccentric
placement
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LOOP OF
HEIGHT
4mm
F M D
6.84 12.94 .7
6.84 8.96 .7
LOOP OF
HEIGHT
6 mm
F M D
4.85 16.02 1.44
4.85 10.60 1.38
LOOP OF
HEIGHT
10 mm
F M D
3.11 19.47 3.62
3.11 12.60 3.32
RESULTS
FEM
B
VARIATION IN LOOP HEIGHT
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LOOP OF
DIAMETER
0.5 mm
F M D
4.69 13.99 1.2
4.69 9.70 1.3
LOOP OF
DIAMETER
1 mm
F M D
4.85 16.02 1.44
4.85 10.60 1.38
LOOP OF
DIAMETER
2 mm
F M D
5.17 20.22 2.01
5.17 12.48 1.90
RESULTS
FEM
B
VARIATION IN LOOP DIAMETER
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VARIATION IN LOOP LENGTH
HORIZONTAL
LOOP LENGTH
7mm
F M D
4.85 16.02 1.44
4.85 10.60 1.38
HORIZONTAL
LOOP LENGTH
14 mm
F M D
4.15 8.04 1.40
4.15 6.99 1.56
HORIZONTAL
LOOP LENGTH
21 mm
F M D
3.83 4.62 1.34
3.83 5.31 1.68
RESULTS
FEM
B
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Stage I- Validation with Burstone’s
findings INFERENCES
I) The trends in the variations of the
moments and displacement values
obtained from the FEM and the
findings of Burstone are similar.
Hence, there is a valid place for using
FEM in understanding Loop
mechanics.
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Stage I- Validation with Burstone’s
findings INFERENCES
II) The numerical values for
displacements are very close to the
ones observed by Burstone.
III) The values for moments from the
FEM are, in general, on the higher side.
This is probably on account of the
boundary conditions in the FEM and
other material properties like elasticity.
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Stage I- Validation with Burstone’s
findings INFERENCES
IV) The numerical values for the
moments , though higher initially ,
showed a rapid drop when the
horizontal loop length was increased
from 7-14 and then 14-21 mm.
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STAGE II - COMPARATIVE
ANALYSIS OF COMMON LOOPS
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Stage II - Comparative analysis of
Common loops
Keeping in mind these differences
between the FEM and the Experimental
approach, the second stage was
carried out.
Material was modelled as a rectangular
stainless steel wire of dimensions
0.018” X 0.025”.
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Stage II - Comparative analysis of
Common loops
The other material properties were as
defined by Siatowsky, namely
E = 3 X 10 4
N/mm2
Poisson’s ratio= 0.3
Forces ranging from 0.5 - 5N were
applied at one end of the wire of
horizontal loop length of 17.25 mm.
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Stage II - Comparative analysis of
Common loops
The Moment, Displacement, M/F and
F/D values were calculated for the
following configurations :
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i) Standard vertical loop with varying
height and diameter.
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ii) Vertical loop with arms crossing each
other in two designs
a) Flattened top b) Curved top
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Iii)Vertical loop with
difference in height iv) Curetton’s loop
of the two legs
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v)Tear drop loop
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vi) L loop
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viii) Asymmetric T loop
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vii) T loop
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ix) L loop with angulated legs
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LOOP BY TYPE
T LOOP
ASYMMETRIC
T LOOP
L LOOP WITH
ANGULATION
L LOOP
VERTICAL LOOP
TEAR DROP LOOP
BOX LOOP
REVERSE LOOP
M/F
5.0988
4.850
4.946
3.914
3.618
3.548
3.330
3.163
F/D
6.642
6.793
8.216
8.092
11.006
10.678
9.432
10.295
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LOOP TYPE
VERTICAL LOOP
CURETTON’S
LOOP
VERTICAL LOOP
WITH A SHORT
LEG
M/F
3.618
3.650
2.833
F/D
11.006
10.909
15.770
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INFERENCES
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INFERENCES
I) Of all the loops studied, T loop has
the most ideal properties in terms of
M/F and F/D.
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INFERENCES
II) The L loop with angulated legs and
the Asymmetric T loop come close to
the T loop in terms of M/F alone in
certain conditions. However, their F/D
rate is considerably higher.
III) The tear drop loop and the box loop
with differing tops are not very different
to the standard vertical loop in terms of
M/F or the F/D. www.indiandentalacademy.com
INFERENCES
IV) A change in the height of one loop
leg does alter the M/F ratio
considerably; however the Curetton’s
modification does not significantly
alter the M/F ratio or the F/D rate.
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LOOP
HEIGHT
8
8
8
8
8
4
6
10
LOOP
DIAMETER
2
3
4
5
6
2
2
2
M/F
3.618
3.928
4.108
4.340
4.570
1.217
2.383
4.954
F/D
11.006
10.420
9.820
9.440
9.147
64.400
22.970
6.190
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INFERENCES
V) The increase in the M/F of a
standard vertical loop when the height
or the diameter are increased is not
strictly proportionate.
Although a vertical loop with a 10 mm
height or a 6 mm diameter do give high
M/F ratios, the anatomic constraints
come in the way of clinically
employing them.
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A NEW FINDING
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A NEW FINDING
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INFERENCE
A kink like deformation in the Z plane
(1mm) of a tear drop or a vertical loop
showed a drastic rise in the values of
the M/F.
If this could be verified, it could give
us an additional tool to enhance the
M/F of any loop by a very simple
manipulation.
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Shortcomings of FEM
1) It is not possible to exactly simulate
the clinical conditions.
2) It is quite difficult to duplicate the
wire bracket relationship.
3) Boundary conditions need to be
altered at times, which is not possible
in the current software.
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CONCLUSION
Finite Element Method is a useful tool for
studying Loop mechanics.At the present
juncture it cannot entirely replace
experimental methods.
Software refinements shall help in using this
numerical procedure increasingly more in
Orthodontic research
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CONCLUSION SAYING
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A comparative analysis of commonly used retraction loops

  • 1. A COMPARATIVE ANALYSIS OF COMMONLY USED RETRACTION LOOPS IN EDGEWISE SYSTEMS- A FINITE ELEMENT STUDY www.indiandentalacademy.com
  • 4. Ideal Loop Characteristics 1) Sufficiently high Moment/Force (M/F) ratio to bring about desired tooth movement. 2) Low Load Deflection (F/D) rate to maintain a low rate of force decay. www.indiandentalacademy.com
  • 5. Aims and Objectives a) Compare the Moment Force ratio and Load deflection rates from the FEM with those of Burstone’s findings. b) To seek an explanation for different findings, if any. www.indiandentalacademy.com
  • 7. Aims and Objectives c) Provided FEM was validated, to apply it to different loop configurations, which are routinely used. www.indiandentalacademy.com
  • 8. Materials and Methods EMRC NISA Ver. 7.0 Finite element software. 2-D beam elements used. Elements ranged from 67 to 107. Boundary conditions applied to restrain one end of the wire; force of known magnitude applied at the other end in an increment of 0.5 N. www.indiandentalacademy.com
  • 10. A MODELLED STANDARD LOOP FR www.indiandentalacademy.com
  • 11. Materials and Methods • Large deflection Non-Linear Static Analysis carried out. • Resultant moment and displacement values obtained from the computer analysis. • M/F and F/D ratios calculated from this data. www.indiandentalacademy.com
  • 12. DISPLACED SHAPE OF THE LOOP www.indiandentalacademy.com
  • 13. PHASE I - VALIDATION WITH BURSTONE’S FINDINGS www.indiandentalacademy.com
  • 14. Stage I - Validation with Burstone’s findings • The same parameters as employed by Burstone were used, namely • Wire dimensions of 0.016” with properties of E = 2.1 x 10 4 N/mm2 Yield strength = 40,000 psi www.indiandentalacademy.com
  • 15. Stage I- Validation of FEM with Burstone’s study (Contd) Variations in Moments and displacements calculated due to alteration in loop parameters like • Loop Height & Diameter • Horizontal Loop length • Centred loop or Eccentric placement www.indiandentalacademy.com
  • 16. LOOP OF HEIGHT 4mm F M D 6.84 12.94 .7 6.84 8.96 .7 LOOP OF HEIGHT 6 mm F M D 4.85 16.02 1.44 4.85 10.60 1.38 LOOP OF HEIGHT 10 mm F M D 3.11 19.47 3.62 3.11 12.60 3.32 RESULTS FEM B VARIATION IN LOOP HEIGHT www.indiandentalacademy.com
  • 17. LOOP OF DIAMETER 0.5 mm F M D 4.69 13.99 1.2 4.69 9.70 1.3 LOOP OF DIAMETER 1 mm F M D 4.85 16.02 1.44 4.85 10.60 1.38 LOOP OF DIAMETER 2 mm F M D 5.17 20.22 2.01 5.17 12.48 1.90 RESULTS FEM B VARIATION IN LOOP DIAMETER www.indiandentalacademy.com
  • 18. VARIATION IN LOOP LENGTH HORIZONTAL LOOP LENGTH 7mm F M D 4.85 16.02 1.44 4.85 10.60 1.38 HORIZONTAL LOOP LENGTH 14 mm F M D 4.15 8.04 1.40 4.15 6.99 1.56 HORIZONTAL LOOP LENGTH 21 mm F M D 3.83 4.62 1.34 3.83 5.31 1.68 RESULTS FEM B www.indiandentalacademy.com
  • 19. Stage I- Validation with Burstone’s findings INFERENCES I) The trends in the variations of the moments and displacement values obtained from the FEM and the findings of Burstone are similar. Hence, there is a valid place for using FEM in understanding Loop mechanics. www.indiandentalacademy.com
  • 20. Stage I- Validation with Burstone’s findings INFERENCES II) The numerical values for displacements are very close to the ones observed by Burstone. III) The values for moments from the FEM are, in general, on the higher side. This is probably on account of the boundary conditions in the FEM and other material properties like elasticity. www.indiandentalacademy.com
  • 21. Stage I- Validation with Burstone’s findings INFERENCES IV) The numerical values for the moments , though higher initially , showed a rapid drop when the horizontal loop length was increased from 7-14 and then 14-21 mm. www.indiandentalacademy.com
  • 22. STAGE II - COMPARATIVE ANALYSIS OF COMMON LOOPS www.indiandentalacademy.com
  • 23. Stage II - Comparative analysis of Common loops Keeping in mind these differences between the FEM and the Experimental approach, the second stage was carried out. Material was modelled as a rectangular stainless steel wire of dimensions 0.018” X 0.025”. www.indiandentalacademy.com
  • 24. Stage II - Comparative analysis of Common loops The other material properties were as defined by Siatowsky, namely E = 3 X 10 4 N/mm2 Poisson’s ratio= 0.3 Forces ranging from 0.5 - 5N were applied at one end of the wire of horizontal loop length of 17.25 mm. www.indiandentalacademy.com
  • 25. Stage II - Comparative analysis of Common loops The Moment, Displacement, M/F and F/D values were calculated for the following configurations : www.indiandentalacademy.com
  • 26. i) Standard vertical loop with varying height and diameter. www.indiandentalacademy.com
  • 27. ii) Vertical loop with arms crossing each other in two designs a) Flattened top b) Curved top www.indiandentalacademy.com
  • 28. Iii)Vertical loop with difference in height iv) Curetton’s loop of the two legs www.indiandentalacademy.com
  • 31. viii) Asymmetric T loop www.indiandentalacademy.com
  • 33. ix) L loop with angulated legs www.indiandentalacademy.com
  • 34. LOOP BY TYPE T LOOP ASYMMETRIC T LOOP L LOOP WITH ANGULATION L LOOP VERTICAL LOOP TEAR DROP LOOP BOX LOOP REVERSE LOOP M/F 5.0988 4.850 4.946 3.914 3.618 3.548 3.330 3.163 F/D 6.642 6.793 8.216 8.092 11.006 10.678 9.432 10.295 www.indiandentalacademy.com
  • 35. LOOP TYPE VERTICAL LOOP CURETTON’S LOOP VERTICAL LOOP WITH A SHORT LEG M/F 3.618 3.650 2.833 F/D 11.006 10.909 15.770 www.indiandentalacademy.com
  • 37. INFERENCES I) Of all the loops studied, T loop has the most ideal properties in terms of M/F and F/D. www.indiandentalacademy.com
  • 38. INFERENCES II) The L loop with angulated legs and the Asymmetric T loop come close to the T loop in terms of M/F alone in certain conditions. However, their F/D rate is considerably higher. III) The tear drop loop and the box loop with differing tops are not very different to the standard vertical loop in terms of M/F or the F/D. www.indiandentalacademy.com
  • 39. INFERENCES IV) A change in the height of one loop leg does alter the M/F ratio considerably; however the Curetton’s modification does not significantly alter the M/F ratio or the F/D rate. www.indiandentalacademy.com
  • 41. INFERENCES V) The increase in the M/F of a standard vertical loop when the height or the diameter are increased is not strictly proportionate. Although a vertical loop with a 10 mm height or a 6 mm diameter do give high M/F ratios, the anatomic constraints come in the way of clinically employing them. www.indiandentalacademy.com
  • 44. INFERENCE A kink like deformation in the Z plane (1mm) of a tear drop or a vertical loop showed a drastic rise in the values of the M/F. If this could be verified, it could give us an additional tool to enhance the M/F of any loop by a very simple manipulation. www.indiandentalacademy.com
  • 46. Shortcomings of FEM 1) It is not possible to exactly simulate the clinical conditions. 2) It is quite difficult to duplicate the wire bracket relationship. 3) Boundary conditions need to be altered at times, which is not possible in the current software. www.indiandentalacademy.com
  • 47. CONCLUSION Finite Element Method is a useful tool for studying Loop mechanics.At the present juncture it cannot entirely replace experimental methods. Software refinements shall help in using this numerical procedure increasingly more in Orthodontic research www.indiandentalacademy.com