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玻璃纤维增强桩与双固化复合树脂水门汀粘结后的抗弯强度。

Flexural strength of glass fibre-reinforced posts bonded to dual-cure composite resin cements.

作者信息

Davis Peter, Melo Luciana S D, Foxton Richard M, Sherriff Martyn, Pilecki Peter, Mannocci Francesco, Watson Timothy F

机构信息

Department of Primary Dental Care, Kings College London Dental Institute, Guys and St Thomas Hospitals, Kings College London, London, UK.

出版信息

Eur J Oral Sci. 2010 Apr;118(2):197-201. doi: 10.1111/j.1600-0722.2010.00721.x.

Abstract

The aims of this study were to evaluate the flexural strength of two different types of glass fibre-reinforced posts bonded to dual-cure composite resin cements. Forty glass methacrylate-based fibre posts (GC Fiber Post) and 20 glass fibre inter-polymerizing network posts (everStick POST) were divided into three groups. Group 1 contained 20 GC posts that were bonded to a dual-cure composite cement (UnifilCore). Group 2 contained 20 Stick Tech posts that had adhesive applied (Scotchbond Multipurpose resin) and were bonded to a dual-cure composite resin cement (RelyX Unicem). Group 3 contained 20 GC posts that were pretreated with a silane-coupling agent before being treated with resin and composite, as in group 1. A 4-point bend test was carried out to failure on all of the groups. Failure modes were determined using scanning electron microscopy. Pretreatment of the post surface with the silane-coupling agent did not increase the flexural strength. The flexural strength of the Stick Tech post was significantly lower than the flexural strength of the GC post. The mode of failure for the GC Posts was adhesive, whereas the Stick Tech posts failed cohesively. Different flexural strengths and failure modes were observed among the two fibre post-resin systems.

摘要

本研究的目的是评估两种不同类型的玻璃纤维增强桩粘结到双固化复合树脂水门汀后的弯曲强度。40根甲基丙烯酸酯基玻璃纤维桩(GC纤维桩)和20根玻璃纤维互聚网络桩(everStick POST)被分为三组。第1组包含20根粘结到双固化复合水门汀(UnifilCore)的GC桩。第2组包含20根涂抹了粘结剂(Scotchbond多功能树脂)并粘结到双固化复合树脂水门汀(RelyX Unicem)的Stick Tech桩。第3组包含20根如第1组那样在进行树脂和复合材料处理之前先用硅烷偶联剂预处理的GC桩。对所有组进行4点弯曲试验直至破坏。使用扫描电子显微镜确定破坏模式。用硅烷偶联剂对桩表面进行预处理并未提高弯曲强度。Stick Tech桩的弯曲强度显著低于GC桩的弯曲强度。GC桩的破坏模式为粘结破坏,而Stick Tech桩为内聚破坏。在两种纤维桩 - 树脂系统中观察到了不同的弯曲强度和破坏模式。

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