基于5Y-PSZ的三单元桥接假体的抗折性能研究。

Jae Won Kim, Tung Van Vo, Megha Satpathy, Raj Malyala
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摘要

问题陈述:与3Y-TZP相比,5Y-PSZ基氧化锆牙科修复体表现出高透光性和良好的美学,但具有更高的骨折风险。目的:研究BruxZir SteelTM治疗对使用5Y-PSZ-基氧化锆坯料制备的氧化锆三单元桥的抗骨折性的影响。方法:使用CAD/CAM从不同制造商提供的均匀双相氧化锆坯料(5Y-PSZ基)中铣削三个单元氧化锆桥并烧结。通过动态载荷分析了它们的断裂阻力。对于每个氧化锆坯料,将烧结的测试修复体(用BruxZir SteelTM处理的胶结表面)的抗断裂性与烧结的对照修复体(未处理的胶结面)进行比较。采用有限元分析方法对三单元桥在轴向荷载作用下的应力分布进行了分析。结果:在本研究中考虑的所有制造商中,测试修复体的抗断裂性均显著高于对照修复体(P<0.05)。此外,与其他修复体相比,用BruxZir SteelTM处理的BruxZirⓇ美学修复体的耐断裂性最高。此外,根据BruxZir SteelTM处理的存在与否,由5Y-PSZ基氧化锆块制备的三单元桥修复体在晶粒尺寸和断裂韧性方面表现出差异。有限元分析下的高应力位置与相应实验测试中的断裂位置有很好的相关性。有限元分析还表明,与对照相比,BruxZir钢处理样品的性能有所改善。意义:基于5Y-PSZ的BruxZir SteelTM处理的三单元桥的抗断裂性显著高于对照组(最低30%,最高198%)。
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Improving Fracture Resistance of 5Y-PSZ-Based Three-Unit Bridge Prostheses.

Purpose: To investigate the effect of BruxZir Steel treatment on the fracture resistance of zirconia threeunit bridges prepared using 5Y-PSZ-based zirconia blanks.

Materials and methods: Three-unit zirconia bridges were milled using CAD/CAM from homogeneous bisque zirconia blanks (5Y-PSZ-based) supplied by various manufacturers and sintered. Fracture resistance was analyzed with dynamic loading. For each zirconia blank, the fracture resistance of the sintered test restoration (cementation surface treated with BruxZir Steel) was compared to the sintered control restoration (untreated cementation surface). Finite element analysis (FEA) was used to analyze the stress distribution on the three-unit bridge under an axial load.

Results: The fracture resistance of the test restorations was significantly higher than that of the control restorations for all manufacturers considered in this study (P < .05). Furthermore, the restoration made of BruxZir Esthetic treated with BruxZir Steel had the highest fracture resistance compared to the other restorations. In addition, the three-unit bridge restorations prepared from 5Y-PSZ-based zirconia blanks exhibited differences in grain size and fracture toughness depending on the presence or absence of BruxZir Steel treatment. The locations of high stresses under FEA correlated well with the fracture locations in the corresponding experimental test. FEA also demonstrated the improved performance of the BruxZir Steel-treated sample compared to the control.

Conclusions: The fracture resistance of 5Y-PSZ-based BruxZir Steel-treated three-unit bridges was significantly higher (min = 30%, max = 198%) than the control.

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