Biomechanics Group, Department of Operative Dentistry and Biomaterials, School of Dentistry-Federal University of Uberlandia, Uberlândia, Minas Gerais 38400-902, Brazil.
J Prosthodont. 2010 Feb;19(2):130-7. doi: 10.1111/j.1532-849X.2009.00527.x. Epub 2009 Dec 3.
To test the hypothesis that the type of cement used for fixation of cast dowel-and-cores might influence fracture resistance, fracture mode, and stress distribution of single-rooted teeth restored with this class of metallic dowels.
The coronal portion was removed from 40 bovine incisors, leaving a 15 mm root. After endodontic treatment and standardized root canal relief at 10 mm, specimens were embedded in polystyrene resin, and the periodontal ligament was simulated with polyether impression material. The specimens were randomly divided into four groups (n = 10), and restored with Cu-Al cast dowel-and-cores cemented with one of four options: conventional glass ionomer cement (GI); resin-modified glass ionomer cement (GR); dual-cure resin cement (RC); or zinc-phosphate cement (ZP). Sequentially, fracture resistance of the specimens was tested with a tangential load at a 135 degrees angle with a 0.5 mm/min crosshead speed. Data were analyzed using one-way analysis of variance (ANOVA) and the Fisher test. Two-dimensional finite element analysis (2D-FEA) was then performed with representative models of each group simulating a 100 microm cement layer. Results were analyzed based on von Mises stress distribution criteria.
The mean fracture resistance values were (in N): RC, 838.2 +/- 135.9; GI, 772.4 +/- 169.8; GR, 613.4 +/- 157.5; ZP, 643.6 +/- 106.7. FEA revealed that RC and GR presented lower stress values than ZP and GI. The higher stress concentration was coincident with more catastrophic failures, and consequently, with lower fracture resistance values.
The type of cement influenced fracture resistance, failure mode, and stress distribution on teeth restored with cast dowel-and-cores.
验证以下假设,即用于固定铸造钉核的水泥类型可能会影响使用此类金属钉修复的单根牙的抗折能力、破坏模式和应力分布。
从 40 颗牛切牙的冠部切去 15mm,留下 15mm 的牙根。根管治疗和 10mm 标准化根管锉形后,将标本嵌入聚苯乙烯树脂中,并用聚醚印模材料模拟牙周膜。将标本随机分为四组(n=10),用以下四种方法之一用 Cu-Al 铸造钉核修复:传统玻璃离子水泥(GI);树脂改性玻璃离子水泥(GR);双固化树脂水泥(RC);或锌磷酸盐水泥(ZP)。然后,以 0.5mm/min 的十字头速度以 135 度角施加切向载荷,测试标本的抗折能力。使用单向方差分析(ANOVA)和 Fisher 检验对数据进行分析。然后用代表每组的代表性模型进行二维有限元分析(2D-FEA),模拟 100μm 厚的水泥层。根据 von Mises 应力分布标准对结果进行分析。
平均抗折力值(N)为:RC,838.2±135.9;GI,772.4±169.8;GR,613.4±157.5;ZP,643.6±106.7。FEA 显示,RC 和 GR 的应力值低于 ZP 和 GI。较高的应力集中与更灾难性的失败相关,因此,抗折力值较低。
水泥的类型影响用铸造钉核修复的牙齿的抗折力、破坏模式和应力分布。