改良框架设计的氧化锆修复体抗断裂性能研究。

Sakineh Nikzadjamnani, Abbas Azari, Somayeh Niakan, Seyedeh Fatemeh Namdar
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引用次数: 0

摘要

目的:氧化锆冠的脱落问题。碎裂的原因还没有完全弄清楚。本研究旨在评估顶部设计对氧化锆框架全瓷单冠抗断裂性能的影响。材料和方法:设计了两种类型的氧化锆护套(n=12):(1)标准护套(SC),均匀厚度为0.5mm;(2)改良护套(MC),由厚度为1mm、高度为2mm的舌缘连接近端4mm高的支撑和0.3mm宽的面圈组成。贴面瓷烧制后,将牙冠粘合到金属模具上。然后,施加静态垂直载荷直至失效。确定了失效模式。数据采用独立样本t检验进行计算和统计分析。结果:SC组和MC组最终骨折阻力的均值和标准差分别为3519.42±1154.96 N和3570.01±1224.33 N;差异无统计学意义(P=0.9)。SC组和MC组的初始断裂阻力均值和SD分别为3345.34±1190.93 N和3471.52±1228.93 N (P=0.8)。两组试件均表现为混合型破坏模式。结论:根据研究结果,改良的岩心设计可能不会显著提高抗断裂能力。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Fracture Resistance of Zirconia Restorations with a Modified Framework Design.

Fracture Resistance of Zirconia Restorations with a Modified Framework Design.

Fracture Resistance of Zirconia Restorations with a Modified Framework Design.

Fracture Resistance of Zirconia Restorations with a Modified Framework Design.

Objectives: Chipping is one of the concerns related to zirconia crowns. The reasons of chipping have not been completely understood. This in-vitro study aimed to assess the effect of coping design on the fracture resistance of all-ceramic single crowns with zirconia frameworks.

Materials and methods: Two types of zirconia copings were designed (n=12): (1) a standard coping (SC) with a 0.5mm uniform thickness and (2) a modified coping (MC) consisted of a lingual margin of 1mm thickness and 2mm height connected to a proximal strut of 4mm height and a 0.3mm-wide facial collar. After veneer porcelain firing, the crowns were cemented to metal dies. Afterwards, a static vertical load was applied until failure. The modes of failure were determined. Data were calculated and statistically analyzed by independent samples T-test. P<0.05 was considered statistically significant.

Results: The mean and standard deviation (SD) of the final fracture resistance equaled to 3519.42±1154.96 N and 3570.01±1224.33 N in SC and MC groups, respectively; the difference was not statistically significant (P=0.9). Also, the mean and SD of the initial fracture resistance equaled to 3345.34±1190.93 N and 3471.52±1228.93 N in SC and MC groups, respectively (P=0.8). Most of the specimens in both groups showed the mixed failure mode.

Conclusions: Based on the results, the modified core design may not significantly improve the fracture resistance.

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