Schmage Petra, Nergiz Ibrahim, Platzer Ursula, Pfeiffer Peter
Department of Restorative and Preventive Dentistry, School of Dental and Oral Medicine, University of Hamburg, Hamburg, Germany.
J Prosthet Dent. 2009 Jun;101(6):382-7. doi: 10.1016/S0022-3913(09)60082-2.
Currently, glass fiber-reinforced composite (FRC) posts with shank heads are only recommended for moderate coronal defects. Restoring endodontically treated teeth with large coronal defects remains a challenge, requiring posts with coronal retention and high bending resistance.
The purpose of this in vitro study was to investigate the yield strengths of FRC posts and titanium posts (TI) with coronal retention for core foundations compared to FRC and TI posts without coronal retention.
Tapered posts (ER root post system) of 4 diameters (ISO 50, 70, 90, 110), 2 lengths (tapered part: 9 and 12 mm) of identical shape, 2 materials (FRC, titanium), and 2 head designs (shank without retention (SH) and post head with horizontal retention (RET)) were evaluated (n=9). Titanium posts (TI-SH, TI-RET) served as the control. The 0.2% yield strengths (R(0.2)) of all specimens were tested in a universal testing machine. Three-way and 1-way ANOVAs with Bonferroni-Dunn's multiple comparison tests were performed (alpha=.05).
The yield strengths of the control groups TI-RET were significantly higher for ISO 110 with a 9-mm length and for ISO 70 and 110 with a 12-mm length, compared to the respective FRC-RET posts (P<.001), whereas in all other groups, TI-RET and FRC-RET showed no significant differences. FRC-SH groups did not differ from FRC-RET groups. TI-SH showed significantly lower yield strength for ISO 70 compared to TI-RET, but significantly higher values for ISO 90 and 110 (P<.001).
Head design of the tested FRC posts does not improve the yield strength, compared to FRC posts with a shank design. The diameter of the posts had a significant effect on the yield strengths of RET as well as SH groups.
目前,带柄头的玻璃纤维增强复合材料(FRC)桩仅推荐用于中度冠部缺损。用大冠部缺损的牙髓治疗后的牙齿进行修复仍然是一项挑战,需要具有冠部固位和高抗弯性的桩。
本体外研究的目的是研究与无冠部固位的FRC桩和钛桩(TI)相比,具有冠部固位的FRC桩和钛桩(TI)用于核桩基础时的屈服强度。
评估了4种直径(ISO 50、70、90、110)、2种长度(锥度部分:9和12 mm)、形状相同、2种材料(FRC、钛)以及2种头部设计(无固位柄(SH)和带水平固位的桩头(RET))的锥形桩(ER根桩系统)(n = 9)。钛桩(TI-SH、TI-RET)作为对照。在万能试验机上测试所有标本的0.2%屈服强度(R(0.2))。进行了三因素和单因素方差分析以及Bonferroni-Dunn多重比较检验(α = 0.05)。
与相应的FRC-RET桩相比,TI-RET对照组在长度为9 mm的ISO 110以及长度为12 mm的ISO 70和110时的屈服强度显著更高(P < 0.001),而在所有其他组中,TI-RET和FRC-RET没有显著差异。FRC-SH组与FRC-RET组没有差异。与TI-RET相比,TI-SH在ISO 70时的屈服强度显著较低,但在ISO 90和110时的值显著较高(P < 0.001)。
与带柄设计的FRC桩相比,所测试的FRC桩的头部设计并未提高屈服强度。桩的直径对RET组和SH组的屈服强度有显著影响。