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首页> 外文期刊>European journal of orthodontics >A comparison of finite element analysis with in vitro bond strength tests of the bracket-cement-enamel system.
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A comparison of finite element analysis with in vitro bond strength tests of the bracket-cement-enamel system.

机译:支架-水泥-搪瓷系统的有限元分析与体外结合强度测试的比较。

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摘要

The aim of this study was to determine the in vitro shear bond strength (SBS) and tensile bond strength (TBS) of 45 metal brackets bonded with Transbond XT to bovine enamel. The SBS was determined by loading the short and the long sides of the bracket base. Testing took place after storage of the specimens for 72 hours in water at 37 degrees C. Fractures were analysed with the adhesive remnant index (ARI) and scanning electron microscope (SEM). The stresses in the system were analysed with finite element (FE) analysis models of the experimental set-up to identify the initial fracture point and the stress distribution at fracture. Statistical analysis of bond strengths was performed using analysis of variance (ANOVA) and the Tukey's post hoc test (P < 0.05). The ARI scores were analysed using Kruskal-Wallis one-way ANOVA on ranks. ANOVA showed significant differences between the three experiments. Loading the short side of the bracket resulted in the highest average bond strength. Tensile loading gave the lowest results. FE models supported the bond strength findings and SEM. FE analysis revealed peak stresses in the cement during loading, confirming that shear testing is sensitive to loading angles. The stress distribution over the bracket-cement-enamel system is not homogeneous during loading. Fractures are initiated at peak stress locations. As a consequence, the size of the bonding area is not predictive of bond strength. The bracket design and the mode of loading may be of greater relevance.
机译:这项研究的目的是确定45种金属支架的体外剪切粘结强度(SBS)和拉伸粘结强度(TBS),这些金属支架用Transbond XT粘结到牛珐琅质上。通过加载支架底座的短边和长边来确定SBS。在将样品在37℃的水中储存72小时后进行测试。用粘合残余指数(ARI)和扫描电子显微镜(SEM)分析断裂。使用实验装置的有限元(FE)分析模型分析系统中的应力,以识别初始断裂点和断裂处的应力分布。使用方差分析(ANOVA)和Tukey事后检验(P <0.05)对结合强度进行统计分析。使用Kruskal-Wallis单向方差分析对ARI得分进行排名。方差分析显示这三个实验之间存在显着差异。在支架的短侧加载会导致最高的平均粘合强度。拉伸加载的结果最低。有限元模型支持结合强度结果和SEM。有限元分析显示了加载过程中水泥中的峰值应力,证实了剪切测试对加载角度敏感。在加载过程中,支架-水泥-搪瓷系统上的应力分布不均匀。断裂在峰值应力位置开始。结果,粘合区域的大小不能预测粘合强度。支架设计和装载方式可能具有更大的相关性。

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