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首页> 外文期刊>Dental Press Journal of Orthodontics >Finite element study on modification of bracket base and its effects on bond strength
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Finite element study on modification of bracket base and its effects on bond strength

机译:托槽基托改性及其对粘结强度影响的有限元研究

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OBJECTIVE: This article aims to analyze the difference in stresses generated in the bracket-cement-tooth system by means of a peel load in single and double-mesh bracket bases using a three-dimensional finite element computer model. MATERIAL AND METHODS: A three-dimensional finite element model of the bracket-cement-tooth system was constructed and consisted of 40,536 bonds and 49,201 finite elements using a commercial mesh generating programmer (ANSYS 7.0). Both single and double-mesh bracket bases were modified by varying the diameter from 100-400 µm progressively, and the spacing between the mesh wires was kept at 300 µm for each diameter of wire. A peel load was applied on the model to study the stresses generated in different layers. RESULTS: In case of double-mesh bracket base, there was reduction in stress generation at the enamel in comparison to single-mesh bracket base. There was no difference in stress generated at the bracket layer between single and double-mesh bracket bases. At the impregnated wire mesh (IWM), layer stresses increased as the wire diameter of the mesh increased. CONCLUSION: Results show that bracket design modification can improve bonding abilities and simultaneously reduce enamel damage while debonding. These facts may be used in bringing about the new innovative bracket designs for clinical use.
机译:目的:本文旨在利用三维有限元计算机模型,通过单网和双网支架基架上的剥离载荷来分析支架-水泥-齿系统中产生的应力差异。材料与方法:使用商业网格生成程序(ANSYS 7.0),构建了一个支架-水泥-齿系统的三维有限元模型,该模型由40,536个键和49,201个有限元组成。通过将直径逐渐从100-400 µm更改为单网和双网托架底座,并且网线之间的间距对于每种线直径均保持在300 µm。对模型施加剥离载荷以研究在不同层中产生的应力。结果:在双网孔托基的情况下,与单网孔托基的情况相比,搪瓷处的应力产生减少了。在单网孔和双网孔的托槽底部,托槽层处产生的应力没有差异。在浸渍的丝网(IWM)处,层应力随着丝网直径的增加而增加。结论:结果表明,支架设计的改进可以提高粘合能力,同时减少脱胶时牙釉质的损害。这些事实可用于实现临床使用的新型创新支架设计。

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