Sannino G, Pozzi A, Schiavetti R, Barlattani A
Department of Prosthodontics, University of Rome "Tor Vergata", School of Dentistry, Rome, Italy.
Oral Implantol (Rome). 2012 Jan;5(1):11-20. Epub 2012 Jul 17.
The purpose of this study was to investigate, by finite element analysis (FEA) and fatigue analysis, the influence of different loading conditions on the stress distribution in a 3-unit implant-supported Y-TZP fixed partial denture (FPD).
A three-dimensional FEM model was developed. The materials used in this study were assumed to be linearly elastic, homogeneous and isotropic. 100 N and 300 N loads over a 0,5 mm(2) areas with different angles (0°, 15° and 35°) and locations were applied on the prosthesis and the distribution of equivalent von Mises stress was investigated. A fatigue analysis was carried out too.
Maximum stresses were found at the connector region of the framework when the intermediate element is loaded (100 N load pattern: 32,9 MPa, 33 MPa and 51,8 MPa; 300 N load pattern: 98,6 MPa, 102,8 MPa and 155,7 MPa, respectively with 0°, 15° and 35° of inclination). Results confirmed the vulnerability of both connector areas even if just one pillar was loaded with an increase in stress when angle of load inclination is larger. The cyclic fatigue evaluation indicates a strong propensity for fatigue behavior, presenting a considerable range of loading conditions. No fracture fatigue occurred with a 100 N force. A 300 N force applied to the pontic produces no fatigue problems because the load is equally shared by whole system. A 300 N force applied to one of the two pillars, or to both implants generates fatigue problems.
F.E.M. analysis of a 3-unit implant-supported Y-TZPFPD, give accurate information about loading conditions for clinical success over time. Fatigue analysis results show structural reliability of the Y-TZP as framework material for 3-unit posterior FPDs.
本研究旨在通过有限元分析(FEA)和疲劳分析,研究不同加载条件对3单位种植体支持的Y-TZP固定局部义齿(FPD)应力分布的影响。
建立三维有限元模型。本研究中使用的材料假定为线弹性、均匀且各向同性。在假体上施加100 N和300 N的载荷,作用于0.5 mm²的不同角度(0°、15°和35°)和位置的区域,并研究等效应力冯·米塞斯应力的分布。同时进行了疲劳分析。
当中间种植体加载时,在框架的连接区域发现最大应力(100 N载荷模式:分别为32.9 MPa、33 MPa和51.8 MPa;300 N载荷模式:倾斜角度为0°、15°和35°时,分别为98.6 MPa、102.8 MPa和155.7 MPa)。结果证实,即使仅一个种植体加载,两个连接区域都易受影响,当载荷倾斜角度增大时应力会增加。循环疲劳评估表明,在相当广泛的加载条件下,该结构具有很强的疲劳倾向。100 N的力未发生疲劳断裂。施加在桥体上的300 N力不会产生疲劳问题,因为载荷由整个系统均匀分担。施加在两个种植体之一或两个种植体上的300 N力会产生疲劳问题。
对3单位种植体支持的Y-TZP FPD进行有限元分析,可为长期临床成功的加载条件提供准确信息。疲劳分析结果表明,Y-TZP作为3单位后牙FPD的框架材料具有结构可靠性。