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纤维增强复合材料子结构:覆盖义齿修复体的承载能力及材料的弯曲性能。

Fiber-reinforced composite substructure: load-bearing capacity of an onlay restoration and flexural properties of the material.

作者信息

Garoushi Sufyan K, Lassila Lippo V J, Tezvergil Arzu, Vallittu Pekka K

机构信息

Institute of Dentistry, University of Turku, Finland.

出版信息

J Contemp Dent Pract. 2006 Sep 1;7(4):1-8.

Abstract

AIM

The aim of this study was to determine the static load-bearing capacity of composite resin onlay restorations made of particulate filler composite (PFC) with two different types of fiber-reinforced composite (FRC) substructures. In addition, flexural properties of the material combination and the effect of polymerization devices were tested.

METHODS AND MATERIALS

Specimens were prepared to simulate an onlay restoration, which consisted of 2 to 3 mm of FRC layer as a substructure (short random and continuous bidirectional fiber orientation) and a 1 mm surface layer of PFC. Control specimens were prepared from plain PFC. In Group A the specimens were incrementally polymerized only with a hand-light curing unit for 40 s, while in Group B the specimens were post-cured in a light-curing oven for 15 min before they were statically loaded with a steel ball. Bar-shaped test specimens were prepared to measure the flexural properties of material combination using a three-point bending test (ISO 10477).

RESULTS

Analysis of variance (ANOVA) revealed all specimens with a FRC substructure have higher values of static load-bearing capacity and flexural properties than those obtained with plain PFC (p<0.001).

CONCLUSION

The load-bearing capacity of all the specimens decreased after post-curing and water storage. Restorations made from a material combination of FRC and PFC showed better mechanical properties than those obtained with plain PFC.

摘要

目的

本研究旨在确定由颗粒填料复合树脂(PFC)与两种不同类型的纤维增强复合树脂(FRC)子结构制成的复合树脂嵌体修复体的静态承载能力。此外,还测试了材料组合的弯曲性能以及聚合装置的影响。

方法和材料

制备模拟嵌体修复体的标本,其由2至3毫米的FRC层作为子结构(短随机和连续双向纤维取向)和1毫米的PFC表面层组成。对照标本由普通PFC制备。在A组中,标本仅用手持式光固化单元逐步聚合40秒,而在B组中,标本在光固化炉中后固化15分钟,然后用钢球进行静态加载。制备条形测试标本以使用三点弯曲试验(ISO 10477)测量材料组合的弯曲性能。

结果

方差分析(ANOVA)显示,所有具有FRC子结构的标本的静态承载能力和弯曲性能值均高于普通PFC标本(p<0.001)。

结论

后固化和水储存后,所有标本的承载能力均下降。由FRC和PFC材料组合制成的修复体显示出比普通PFC更好的机械性能。

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