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[下颌角缺损桥接重建钢板的应力测试]

[Stress tests of reconstruction plates for bridging mandibular angle defects].

作者信息

Knoll W-D, Gaida A, Maurer P

机构信息

Fachbereich Ingenieurwissenschaften, Institut für Umwelttechnik, Martin-Luther-Universität Halle-Wittenberg, Halle.

出版信息

Mund Kiefer Gesichtschir. 2004 Jul;8(4):237-43. doi: 10.1007/s10006-004-0544-x. Epub 2004 Apr 30.

Abstract

AIM

The aim of the present study was to evaluate the mechanical stress in reconstruction plates used for bridging mandibular angle defects and in the screw-plate-bone interface with the finite element method. Additionally, the influence of reconstruction plate geometry, screw configuration, and screw diameter upon the mechanical stress distribution was determined. Suggestions for design improvements of the plate were derived from the results.

MATERIAL AND METHODS

Based on the geometrical data of a human mandible, an angle defect bridged by a titanium reconstruction plate was generated and exposed to chewing force. The reconstruction plate was securely fixed by M 2.7 titanium screws. A variation of plate design, screw configuration, and screw diameter was carried out. The mechanical stress was calculated following the von Mises stress hypothesis.

RESULTS

Using the standard plate the mechanical stress in all components exceeded by far the ultimate tensile strength. Possible clinical consequences could be a fatigue fracture of the plate, loosening of the screw, and irreversible damage of the bone leading to infection. Increasing the screw diameter by 50% would lead to a decrease of the mechanical stress by far more than 50%. An increase of the interface area between bone and plate and a triangular screw configuration diminishes the mechanical stress further, which may consequently allow a reduction of plate thickness with better adaptation to the actual jaw geometry.

CONCLUSION

As a preliminary result the reconstruction plate could be thinned out in areas subject to less mechanical load.

摘要

目的

本研究旨在采用有限元方法评估用于桥接下颌角缺损的重建钢板及螺钉 - 钢板 - 骨界面的机械应力。此外,确定重建钢板几何形状、螺钉配置和螺钉直径对机械应力分布的影响。根据结果得出钢板设计改进的建议。

材料与方法

基于人类下颌骨的几何数据,构建一个由钛重建钢板桥接的角部缺损模型,并使其承受咀嚼力。重建钢板通过M 2.7钛螺钉牢固固定。对钢板设计、螺钉配置和螺钉直径进行了变化调整。按照冯·米塞斯应力假设计算机械应力。

结果

使用标准钢板时,所有部件中的机械应力远远超过极限抗拉强度。可能的临床后果包括钢板疲劳骨折、螺钉松动以及导致感染的骨不可逆损伤。将螺钉直径增加50%会使机械应力降低幅度远超过50%。增加骨与钢板之间的界面面积以及采用三角形螺钉配置可进一步降低机械应力,这可能因此允许减小钢板厚度,使其更好地适应实际颌骨几何形状。

结论

作为初步结果,在机械负荷较小的区域重建钢板可以变薄。

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