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Stress distribution on dentin-cement-post interface varying root canal and glass fiber post diameters. A three-dimensional finite element analysis based on micro-C data

机译:牙本质-水泥-桩界面上的应力分布会改变牙根管和玻璃纤维桩的直径。基于micro-C数据的三维有限元分析

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摘要

Objective: The aim of the present study was to analyze the influence of root canal and glass fiber post diameters on the biomechanical behavior of the dentin/cement/post interface of a root-filled tooth using 3D finite element analysis. Material and Methods: Six models were built using micro-CT imaging data and SolidWorks 2007 software, varying the root canal (C) and the glass fiber post (P) diameters: C1P1-C=1 mm and P=1 mm; C2P1-C=2 mm and P=1 mm; C2P2-C=2 mm and P=2 mm; C3P1-C=3 mm and P=1 mm; C3P2-C=3 mm and P=2 mm; and C3P3-C=3 mm and P=3 mm. The numerical analysis was conducted with ANSYS Workbench 10.0. An oblique force (180 N at 45) was applied to the palatal surface of the central incisor. The periodontal ligament surface was constrained on the three axes (x=y=z=0). Maximum principal stress (sigma(max)) values were evaluated for the root dentin, cement layer, and glass fiber post. Results: The most evident stress was observed in the glass fiber post at C3P1 (323 MPa), and the maximum stress in the cement layer occurred at C1P1 (43.2 MPa). The stress on the root dentin was almost constant in all models with a peak in tension at C2P1 (64.5 MPa). Conclusion: The greatest discrepancy between root canal and post diameters is favorable for stress concentration at the post surface. The dentin remaining after the various root canal preparations did not increase the stress levels on the root.
机译:目的:本研究的目的是使用3D有限元分析来分析牙根管和玻璃纤维桩直径对根充牙的牙本质/水泥/桩界面的生物力学行为的影响。材料和方法:使用micro-CT成像数据和SolidWorks 2007软件建立了六个模型,改变了根管(C)和玻璃纤维桩(P)的直径:C1P1-C = 1 mm和P = 1 mm; C2P1-C = 2mm,P = 1mm; C2P2-C = 2mm,P = 2mm; C3P1-C = 3mm,P = 1mm; C3P2-C = 3mm,P = 2mm; C3P3-C = 3mm,P = 3mm。使用ANSYS Workbench 10.0进行了数值分析。向中央门牙的pa表面施加倾斜力(180 N,45°)。牙周膜表面被限制在三个轴上(x = y = z = 0)。评估牙本质牙本质,水泥层和玻璃纤维桩的最大主应力(sigma(max))值。结果:在C3P1(323 MPa)时,在玻璃纤维桩中观察到最明显的应力,而在C1P1(43.2 MPa)时,水泥层的最大应力发生。在所有模型中,根部牙本质上的应力几乎是恒定的,在C2P1处的张力峰值(64.5 MPa)。结论:根管与根管直径之间最大的差异有利于根管表面应力集中。在准备各种根管后残留的牙本质并没有增加根部的应力水平。

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