Adhesion of individually formed fiber post adhesively luted with flowable short fiber composite.

Anton O Suni, Lippo V J Lassila, Jarno K Tuokko, Sufyan Garoushi, Pekka K Vallittu
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引用次数: 3

Abstract

This laboratory study aimed to measure the push-out bond strength of individually formed fiber-reinforced composite (FRC) post luted with flowable short fiber-reinforced composite (SFRC) and to evaluate the influence of post coating with light-cured adhesive. Post spaces (Ø 1.7 mm) were drilled into 20 single-rooted decoronated premolar teeth. Post spaces were etched and treated with light-cured universal adhesive (G-Premio Bond). Individually formed FRC posts (Ø 1.5 mm, everStick) were luted either with light-cured SFRC (everX Flow) or conventional particulate-filled (PFC) dual-cure luting cement (G-CEM LinkForce). Half of the posts from each group were treated with dimethacrylate adhesive resin (Stick Resin) for 5 min before luting. After storage in water for two days, the roots were sectioned into 2 mm thick disks (n = 10/per group). Then, a push-out test-setup was used in a universal testing machine to measure the bond strength between post and dentin. The interface between post and SFRC was inspected using optical and scanning electron microscopy (SEM). Data were statistically analyzed using analysis of variance ANOVA (p = .05). Higher bond strength values (p < .05) were obtained when flowable SFRC was used as a post luting material. Resin coating of a post showed no significant effect (p > .05) on bond strength values. Light microscope images showed the ability of discontinuous short fibers in SFRC to penetrate into FRC posts. The use of flowable SFRC as luting material with individually formed FRC posts proved to be a promising method to improve the interface adhesion.

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单独形成的纤维桩与可流动短纤维复合材料的粘合。
本实验旨在测量单成型纤维增强复合材料(FRC)桩与可流动短纤维增强复合材料(SFRC)桩的推出粘结强度,并评估光固化胶粘剂涂层对桩的影响。在20颗单根装饰的前磨牙上钻孔柱位(Ø 1.7 mm)。后空间蚀刻和处理光固化通用粘合剂(G-Premio Bond)。单独形成的FRC桩(Ø 1.5 mm, evertick)用光固化的SFRC (everX Flow)或传统的颗粒填充(PFC)双固化水泥(G-CEM LinkForce)进行粘合。每组各取一半的木桩用二甲基丙烯酸酯粘接树脂(Stick resin)处理5min后,进行清洗。在水中保存2天后,将根切成2 mm厚的圆盘(n = 10/组)。然后,在万能测试机上使用推出测试装置来测量桩与牙本质之间的结合强度。采用光学显微镜和扫描电镜(SEM)对桩与SFRC之间的界面进行了观察。资料采用方差分析ANOVA进行统计学分析(p = 0.05)。黏结强度值越高(p p > 0.05)。光镜图像显示,SFRC中不连续的短纤维能够穿透到FRC桩中。采用可流动的纤维混凝土作为支撑材料,配以单独成形的纤维混凝土桩,是一种很有前途的提高界面附着力的方法。
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