Bulk-fill restorative composites under simulated carious and erosive conditions.

Alfredo W Zenkner-Neto, Waldemir F Vieira-Junior, Flávia Lb Amaral, Fabiana Mg França, Roberta T Basting, Cecilia P Turssi
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引用次数: 1

Abstract

Acidic conditions can cause hydrolysis and accelerate degradation of resin composites (RCs). Since there are limited and controversial data on the effect of acids on bulk-fill RCs, this study assessed the surface roughness (SR) and flexural strength (FS) of these RCs under simulated carious and erosion conditions. Bars of Filtek Bulk Fill (FBF, 3M/ESPE), X-tra fil (XTF, Voco), Tetric N-Ceram Bulk Fill (TBF, Ivoclar/Vivadent), and Aura Bulk Fill (ABF, SDI) and a conventional RC [Filtek Z350XT (FZ, 3M/ESPE)] were allocated (n=15) to undergo caries or erosion conditions. The control group was kept in artificial saliva (AS). The bars were evaluated for SR change (final-baseline) and for three-point FS. Data were analyzed using ANOVA and Tukey's test. At the baseline (p <0.001), the SR of RCs ranked as follows: (TBF = XTF) < FBF (none differed from FZ) < ABF. The interplay between RCs and conditions affected SR change (p = 0.025). While after storage in AS, there was no difference among RCs, following carious and erosive conditions, ABF showed higher SR change. For FS (p <0.001), XTF > (FBF = FZ) > (TBF = FZ) > ABF, with no difference among control, carious and erosive conditions (p = 0.148). Depending on the restorative bulk-fill RCs, carious and erosive conditions roughen the surface but do not affect the FS of these materials.

Abstract Image

模拟腐蚀和侵蚀条件下的块体填充修复复合材料。
酸性条件会导致水解并加速树脂复合材料(rc)的降解。由于酸对堆填体混凝土影响的数据有限且有争议,因此本研究评估了这些混凝土在模拟腐蚀和侵蚀条件下的表面粗糙度(SR)和抗弯强度(FS)。分配了Filtek散装填料(FBF, 3M/ESPE)、X-tra填料(XTF, Voco)、Tetric n - ceram散装填料(TBF, Ivoclar/Vivadent)和Aura散装填料(ABF, SDI)和传统RC [Filtek Z350XT (FZ, 3M/ESPE)] (n=15)进行龋蚀或侵蚀试验。对照组留用人工唾液喂养。评估柱状体的SR变化(最终基线)和三点FS。数据分析采用方差分析和Tukey检验。基线时(p (FBF = FZ) > (TBF = FZ) > ABF,对照组、龋坏组和侵蚀组间差异无统计学意义(p = 0.148)。根据恢复性块体填充rc,腐蚀和侵蚀条件会使表面变得粗糙,但不会影响这些材料的FS。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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