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在有和没有循环加载的情况下进行水老化后树脂水门汀的力学性能表征

Mechanical property characterization of resin cement after aqueous aging with and without cyclic loading.

作者信息

Walker Mary P, Spencer Paulette, David Eick J

机构信息

Department of Restorative Dentistry (Prosthodontics and Biomaterials), University of Missouri-Kansas City School of Dentistry, 650 East 25th Street, Kansas City, MO 64108-5419, USA.

出版信息

Dent Mater. 2003 Nov;19(7):645-52. doi: 10.1016/s0109-5641(03)00008-3.

Abstract

OBJECTIVE

The purpose of this study was to determine changes in flexural properties of resin cement under cyclic loading and aqueous aging.

METHODS

Panavia F flexural modulus and strength were measured by static loading to failure after 48-h, 31-d, and 60-d aqueous aging at 37 degrees C with and without cyclic loading at clinical stress levels. Six specimens were used for each experimental condition. Scanning electron microscopy (SEM) was also used to characterize the morphology of the fractured surfaces to potentially identify resin cement components particularly susceptible to degradation under simulated clinical function.

RESULTS

A two-factor ANOVA (p< or =0.05) and Least Significant Difference post hoc test indicated that cyclic loading produced a significant increase in the flexural modulus with no significant effect on the flexural strength. In contrast, aqueous aging time produced a significant decrease in flexural strength with no effect on the flexural modulus. The SEM fracture analysis indicated that resin matrix fracture occurred in static-aqueous specimens; while in the aqueous-cycled specimens, resin matrix fracture occurred in addition to an increasing proportion of filler/resin interface fracture as a result of both increased aqueous aging and increased flexural cycles.

SIGNIFICANCE

Evidence suggests that after aqueous aging with cyclic loading to simulate resin cement clinical function, initial degradation may be related to breakdown of the filler/resin interface bond. Such breakdown is potentially reflective of slow crack propagation that may contribute to in vivo resin cement cohesive failure.

摘要

目的

本研究的目的是确定树脂水门汀在循环加载和水老化条件下弯曲性能的变化。

方法

在37℃下进行48小时、31天和60天的水老化,有或没有临床应力水平的循环加载,之后通过静态加载至破坏来测量Panavia F的弯曲模量和强度。每种实验条件使用六个样本。扫描电子显微镜(SEM)也用于表征断裂表面的形态,以潜在地识别在模拟临床功能下特别容易降解的树脂水门汀成分。

结果

双因素方差分析(p≤0.05)和最小显著差异事后检验表明,循环加载使弯曲模量显著增加,而对弯曲强度无显著影响。相比之下,水老化时间使弯曲强度显著降低,而对弯曲模量无影响。SEM断裂分析表明,在静态水样本中发生树脂基质断裂;而在水-循环样本中,除了由于水老化增加和弯曲循环增加导致填料/树脂界面断裂比例增加外,还发生了树脂基质断裂。

意义

有证据表明,在通过循环加载进行水老化以模拟树脂水门汀临床功能后,初始降解可能与填料/树脂界面粘结的破坏有关。这种破坏可能反映了缓慢的裂纹扩展,这可能导致体内树脂水门汀的内聚性失效。

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