| Literature DB >> 26501207 |
Marieke G Hobbelink1,2, Yan He3,4, Jia Xu1, Huixu Xie1, Richard Stoll1, Qingsong Ye5.
Abstract
BACKGROUND: The aim of this study was to investigate the corrosive behaviour of stainless steel archwires in a more clinically relevant way by bending and exposing to various pH.Entities:
Keywords: Corrosion; Maximum force; Salivary pH; Stainless steel archwire; Surface roughness; Young’s modulus
Mesh:
Substances:
Year: 2015 PMID: 26501207 PMCID: PMC4621974 DOI: 10.1186/s40510-015-0109-6
Source DB: PubMed Journal: Prog Orthod ISSN: 1723-7785 Impact factor: 2.750
Fig. 1Typical force-deflection curves of an elastic material. The flexural Young’s modulus and maximum force value are indicated as brown circles. The flexural Young’s modulus is calculated as the slope of the linear portion of the curve by taking into account the dimensions of the wire. The maximum force is the maximum amount of force a material can withstand before it starts to fail. Curve a represents a stiffer material than curve b
Fig. 2Schematics of measurements of surface roughness and mechanical properties. a Schematic of surface roughness of bent and straight wires measurement by a profilometer. Wire placed in-between two outer lines, indicated by red arrows. Bent wires were measured at around position 2 and straight wires were measured at positions 1, 2, and 3. b Schematic drawing of the four-point flexural test apparatus for measurements of flexural Young’s modulus and maximum force of bent and straight wires. The distance between the supporting pins ranges from 20 to 25.5 mm (support span), and the distance between the loading pins is 10 mm (load span). Both loading pins move downward to produce force on the wires. c–d Bent and straight wire placed in-between the supporting pins, where the 0.43-mm side of wires are resting upon
Fig. 3Force-deflection curves of two SS wires obtained by four-point flexural testing. The flexural Young’s moduli were the slope of the section on the curve indicated by a red line and the maximum force values are circled in red. Their corresponding values are given in the legend
Surface roughness, Young’s modulus, and maximum force of bent/straight wires before and after immersion
| Groups | Surface roughness ×10−2 (μm) | Mean flexural young’s modulus (GPa) | Mean Maximum force (N) | |||
|---|---|---|---|---|---|---|
| Ra-value | Ra | Rz | ||||
| 1 (pH 5.6) | Bent | 24.1 ± 4.5 | 30.2 ± 5.7 | 117.3 ± 43.4 | 295 ± 46.98 | 32.5 ± 3.24 |
| Straight | 11.1 ± 2.5 | 505 ± 38.34 | 27.9 ± 1.07 | |||
| 2 (pH 6.6) | Bent | 18.3 ± 3.8 | 11.5 ± 1.5 | 81.2 ± 4.8 | 300 ± 46.72 | 31.4 ± 5.86 |
| Straight | 9.4 ± 2.9 | 502 ± 52.48 | 27.6 ± 1.40 | |||
| 3 (pH 7.6) | Bent | 20.5 ± 4.2 | 14.0 ± 0.9 | 78.8 ± 8.5 | 242 ± 35.07 | 29.2 ± 7.43 |
| Straight | 10.1 ± 2.4 | 485 ± 92.66 | 27.2 ± 3.00 | |||
| 4 (Control) | Bent | 17.9 ± 2.2 | 4.4 ± 0.6 | 28.4 ± 6.8 | 345 ± 85.90 | 32.5 ± 3.72 |
| Straight | 8.2 ± 0.9 | 496 ± 18.62 | 28.4 ± 0.42 | |||
Mean roughness (Ra-value), mean flexural Young’s modulus, and mean maximum force of bent/straight wires as well as mean roughness (Ra and Rz) of straight wires before (control group 4) and after immersion in artificial saliva at pH 5.6, 6.6, and 7.6 (experiment groups 1, 2, and 3). Data are shown as mean ± SD
Fig. 4Comparison of surface roughness, Young’s modulus, and maximum force of bent and straight wires. Surface roughness (Ra-value, μm) of bent and straight SS archwires was measured by a profilometer; flexural Young’s modulus (GPa) and maximum force (N) of bent and straight SS archwires were measured by a four-point bending test; surface roughness (Ra and Rz,μm) of straight SS wires were measured via 3D reconstruction of SEM images. All measured wires were exposed to air or immersed in artificial saliva at pH 5.6, 6.6, and 7.6 for 4 weeks according to protocol
Fig. 5SEM images of straight rectangular SS wires at ×2000 magnification (a–d). Representative SEM images of SS wire of control group, pH 5.6, 6.6, and 7.6, respectively. White arrows indicate typical manufacturing striations; green arrows indicate specific surface irregularities