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首页> 外文期刊>The Journal of Advanced Prosthodontics >3D micro-CT analysis of void formations and push-out bonding strength of resin cements used for fiber post cementation
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3D micro-CT analysis of void formations and push-out bonding strength of resin cements used for fiber post cementation

机译:用于纤维后固结的树脂胶粘剂的空隙形成和推出强度的3D micro-CT分析

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PURPOSE To investigate the void parameters within the resin cements used for fiber post cementation by micro-CT (μCT) and regional push-out bonding strength. MATERIALS AND METHODS Twenty-one, single and round shaped roots were enlarged with a low-speed drill following by endodontic treatment. The roots were divided into three groups (n=7) and fiber posts were cemented with Maxcem Elite, Multilink N and Superbond C&B resin cements. Specimens were scanned using μCT scanner at resolution of 13.7 μm. The number, area, and volume of voids between dentin and post were evaluated. A method of analysis based on the post segmentation was used, and coronal, middle and apical thirds considered separately. After the μCT analysis, roots were embedded in epoxy resin and sectioned into 2 mm thick slices (63 sections in total). Push-out testing was performed with universal testing device at 0.5 mm/min cross-head speed. Data were analyzed with Kruskal–Wallis and Mann–Whitney U tests (α=.05). RESULTS Overall, significant differences between the resin cements and the post level were observed in the void number, area, and volume ( P 2) and volume (0.01 ± 0.01 mm3). Regional push-out bond strength of the cements was not different ( P >.05). CONCLUSION μCT proved to be a powerful non-destructive 3D analysis tool for visualizing the void parameters. Multilink N had the lowest void parameters. When efficiency of all cements was evaluated, direct relationship between the post region and push-out bonding strength was not observed.
机译:目的研究通过微CT(μCT)进行纤维后胶结的树脂胶粘剂中的空隙参数和区域推出粘结强度。材料与方法用牙髓治疗后用低速钻扩大21个单根和圆形根。将根分为三组(n = 7),并用Maxcem Elite,Multilink N和Superbond C&B树脂水泥固结纤维桩。使用μCT扫描仪以13.7μm的分辨率扫描样品。评估牙本质和牙本质之间的空隙的数量,面积和体积。使用了基于后分割的分析方法,并分别考虑了冠状,中间和顶端三分之二。经过μCT分析后,将根部嵌入环氧树脂中,然后切成2毫米厚的切片(总共63切片)。使用通用测试设备以0.5 mm / min的十字头速度执行推出测试。使用Kruskal–Wallis和Mann–Whitney U检验分析数据(α= .05)。结果总的来说,在空隙数量,面积和体积(P 2 )和体积(0.01±0.01 mm 3 )之间,树脂胶结物和桩面高度之间存在显着差异。水泥的区域顶出粘结强度没有差异(P> .05)。结论μCT被证明是用于可视化空隙参数的强大的无损3D分析工具。 Multilink N具有最低的void参数。当评估所有水泥的效率时,未观察到立柱区域与推出粘结强度之间的直接关系。

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