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Effect of platform switching on implant crest bone stress: a finite element analysis.

机译:平台切换对种植体rest骨应力的影响:有限元分析。

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OBJECTIVES: The purpose of this study was to investigate, in a model, the interaction phenomena of platform switching on the trans-cortical section of bone adjacent to an endosseous dental implant. MATERIALS: A 2-dimensional finite element model was fabricated to analyze the bone-implant interactions under masticatory forces. Two abutment diameters, 4.5 mm representing platform switching and 5 mm representing a standard platform, were used in conjunction with a 5-mm diameter fixture. A 100-N static force was applied vertically (90 degrees) and obliquely (15 degrees) to the abutments. All models were obtained using a reverse engineering process with values obtained from other studies to create a hypothetical implant system that demonstrates basic implant features. RESULTS: The standard platform model demonstrated a maximum crestal Von-Mises stress of 28 and 6.977 MPa under oblique and vertical load-ing, respectively. The platform switching model showed 27.43 and 6.502 MPa under oblique and vertical loading, respectively. This implies that a 10% reduction in abutment diameter results in a 2.04% and 6.81% decrease under oblique and vertical loading, respectively, in Von-Mises stress. The distribution pattern of forces was minimally altered between both abutment models, with a slightly more significant change in the vertical loading scenario. CONCLUSIONS: Results from this study showed the reduction of abutment diameter (i.e., platform switching) resulted in a measurable but minimal effect on Von-Mises stress in the crestal region of cortical bone. However, future clinical trials in this area are warranted before any firm conclusion is drawn.
机译:目的:本研究的目的是在模型中研究平台在与骨内牙种植体相邻的骨骼的经皮层部分上切换的相互作用现象。材料:制作了二维有限元模型来分析咀嚼力下的骨-植入物相互作用。直径为5毫米的固定装置使用两个基台直径,分别为4.5毫米(代表平台切换)和5毫米(代表标准平台)。在基台上垂直(90度)和倾斜(15度)施加100 N静态力。所有模型都是使用反向工程过程获得的,并具有从其他研究中获得的值,以创建一个假想的植入系统,该系统演示了基本的植入特征。结果:标准平台模型在斜向载荷和垂直载荷下分别显示出最大的地壳冯-密塞斯应力分别为28和6.977 MPa。平台转换模型在斜向和垂直荷载下分别显示27.43和6.502 MPa。这意味着在Von-Mises应力下,桥基直径减小10%会导致斜向载荷和垂直载荷分别减小2.04%和6.81%。在两个基台模型之间,力的分布方式几乎没有改变,在垂直载荷情况下变化更大。结论:这项研究的结果表明,基台直径的减小(即平台转换)对皮质骨下陷区的Von-Mises应力产生了可测量但最小的影响。但是,在得出任何肯定的结论之前,有必要在该领域进行未来的临床试验。

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