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前牙纤维增强混合复合固定局部义齿的框架设计:一项三维有限元研究

Framework design of an anterior fiber-reinforced hybrid composite fixed partial denture: a 3D finite element study.

作者信息

Yokoyama Daiichiro, Shinya Akikazu, Lassila Lippo V J, Gomi Harunori, Nakasone Yuji, Vallittu Pekka K, Shinya Akiyoshi

机构信息

Deparment of Crown and Bridge, School of Dentistry, The Nippon Dental University, Tokyo, japan.

出版信息

Int J Prosthodont. 2009 Jul-Aug;22(4):405-12.

Abstract

PURPOSE

The aim of this study was to investigate the optimal design of a fiber-reinforced composite (FRC) framework to obtain the maximum reinforcement for fixed partial dentures (FPDs) under three different loading conditions using three-dimensional finite element (FE) analysis. materials and methods: A three-unit FPD replacing the maxillary right lateral incisor was constructed using FE analysis software (ANSYS 10.0, ANSYS). A fiber framework of the pontic was designed with three variations: with the main framework curved labially (FRC1), located in the center (FRC2), or curved lingually (FRC3). Each framework was compared with a hybrid composite FPD without any fiber reinforcement (C-FPD). A lateral load was applied to the three different loading points of the pontic 0 mm, 3 mm, and 6 mm from the incisal edge, each representing loading conditions 1, 2, and 3, respectively.

RESULTS

Localized high stress concentration was observed around the connectors under all loading conditions. In all FRC-FPD models, the FRC framework showed stress-bearing capacity for the FPD. The highest stress reduction ratio under all loading conditions was obtained using the FRC1 model. The FRC1 framework also best reduced displacement of the framework.

CONCLUSION

This study suggests that the optimum design of an FRC framework is to labially curve the FRC of the main framework at the region of the pontic.

摘要

目的

本研究旨在通过三维有限元分析,研究纤维增强复合材料(FRC)框架的最佳设计,以在三种不同加载条件下为固定局部义齿(FPD)获得最大增强效果。材料与方法:使用有限元分析软件(ANSYS 10.0,ANSYS)构建一个替代上颌右侧侧切牙的三单位FPD。桥体的纤维框架设计有三种变体:主框架唇侧弯曲(FRC1)、位于中心(FRC2)或舌侧弯曲(FRC3)。将每个框架与无任何纤维增强的混合复合FPD(C-FPD)进行比较。在距切缘0 mm、3 mm和6 mm的桥体三个不同加载点施加侧向载荷,分别代表加载条件1、2和3。

结果

在所有加载条件下,连接器周围均观察到局部高应力集中。在所有FRC-FPD模型中,FRC框架显示出对FPD的应力承载能力。在所有加载条件下,使用FRC1模型获得的应力降低率最高。FRC1框架也能最好地减少框架的位移。

结论

本研究表明,FRC框架的最佳设计是在桥体区域将主框架的FRC唇侧弯曲。

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