Research Article | OPEN ACCESS
Theoretical Analysis and Experimental Study of Springback Mechanism of Archwire Bending
1Yongde Zhang, 1Jixiong Jiang and 2Yi Liu
1Intelligent Machinery Research Institute, Harbin University of Science and Technology,
Harbin, 150080, P.R. China
2School of Stomatology, Peking University, Beijing, 100083, P.R. China
Research Journal of Applied Sciences, Engineering and Technology 2013 13:2495-2501
Received: December 26, 2012 | Accepted: January 11, 2013 | Published: August 05, 2013
Abstract
Archwire is the material with high elastic and high strength property. Archwire bending forming using robot belongs to the typical big curvature bending process. In order to ensure its one-step forming, it is really important to study its spring back mechanism. This study proposes a theoretical model to predict springback in archwire bending. This model which considering the neutral line does not coincide with central line is based on the true stress and strain data obtained from tensile test. The effection of bending moment arm on springback is also considered. The springback theoretical calculation formulas of archwires whose cross-section are rectangular and circular are derived, respectively. Then an archwire bending robot is used to bend archwire into different angle and a metallurgical microscopy is used to measure formed angle. The experimental results indicate that the proposed theoretical model could accurately predict the springback angle. Furthermore, the formed angle shows a general increase with the bend angle. And in elastic deformation clearly stage, although springback angle itself is small, the proportion of it in bend angle is very large. In plastic deformation clearly stage, although springback angle itself is large, the proportion of it in bend angle is relative small.
Keywords:
Archwire, archwire bending robot, experimental analysis, neutral line shift, springback, theoretical calculation,
Competing interests
The authors have no competing interests.
Open Access Policy
This article is distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made.
Copyright
The authors have no competing interests.
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ISSN (Online): 2040-7467
ISSN (Print): 2040-7459 |
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