Comparison between force deflection values of different types of orthodontic arch wires
Joint Authors
al-Jumayli, Khudayr A. Salman
al-Jwary, Inas T.
Source
Issue
Vol. 7, Issue S (30 Apr. 2007), pp.58-63, 6 p.
Publisher
University of Mosul College of Dentistry
Publication Date
2007-04-30
Country of Publication
Iraq
No. of Pages
6
Main Subjects
Topics
Abstract EN
Aims : to evaluate the force values of different types of arch wires.
Materials and Methods : Five types of arch wires used.
The sample consisted of 150 wires specimens divided into three deflections (1mm, 2mm and 3 mm).
A universal tensile testing machine with the use of special designed fixture was used to perform Three Point Bending Test and the force value related to gram (gm) was measured during loading (activation) of the wire to 1 mm, 2 mm or 3 mm deflections.
Results : the results of this investigation showed a significant difference (P ≤ 0.05) in force values among all arch wires.
Conclusions : the conclusions of this study showed that the solid stainless steel wires provided a heavy force, while the multistranded gave rise to the lowest force value.
American Psychological Association (APA)
al-Jumayli, Khudayr A. Salman& al-Jwary, Inas T.. 2007. Comparison between force deflection values of different types of orthodontic arch wires. al-Rafidain Dental Journal،Vol. 7, no. S, pp.58-63.
https://search.emarefa.net/detail/BIM-276801
Modern Language Association (MLA)
al-Jumayli, Khudayr A. Salman& al-Jwary, Inas T.. Comparison between force deflection values of different types of orthodontic arch wires. al-Rafidain Dental Journal Vol. 7, عدد خاص (Apr. 2007), pp.58-63.
https://search.emarefa.net/detail/BIM-276801
American Medical Association (AMA)
al-Jumayli, Khudayr A. Salman& al-Jwary, Inas T.. Comparison between force deflection values of different types of orthodontic arch wires. al-Rafidain Dental Journal. 2007. Vol. 7, no. S, pp.58-63.
https://search.emarefa.net/detail/BIM-276801
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references : p. 62-63
Record ID
BIM-276801