ANALYSIS OF THE STRESS-STRAIN STATE OF BONE TISSUE IN ORTHOPEDIC TREATMENT WITH BRIDGES BASED ON DENTAL IMPLANTS

Sahakyan M.Yu., Bogomolova Yu. B., Velmakina I. V, Kikeev V. A., Mkhitaryan A.A.
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Abstract

Currently, structures based on dental implants are increasingly used for orthopedic treatment of partial and complete tooth loss, which can significantly improve the effectiveness of treatment and the quality of life of patients. To date, a large number of implantation systems are known, which are quite well studied, but so far, a number of issues remain unresolved, and the most important of them is the choice of the method of fixation of implantation prostheses. The main task in orthopedic treatment based on dental implants is to maintain a stable level of bone tissue, and, as a result, the long-term prospects for the functioning of the implant and the entire structure. There are two main types of fixations of such prostheses: screw and cement, but there is still no specificity in the choice of indications for them. In this study, based on mathematical modeling data, an analysis of the stress-strain state of bone tissue in the area of implants installed at different angles to each other was carried out. Mathematical models of screw-fixed bridges supported by two implants located strictly parallel to each other and at angles from 2о to 10о have been developed (conical and planar types of connection of implant platforms with abutments have been studied). The analysis of the maximum equivalent Mises stresses occurring inside the structure itself is also carried out. Stress localization zones under vertical load have been identified. The critical angles of implant divergence have been determined, which determine the indications for the use of screw-type fixation of bridges.
基于牙科植入物的牙桥矫形治疗中骨组织的应力应变状态分析
目前,基于牙科种植体的结构越来越多地用于部分和完全缺牙的矫形治疗,这可以显著提高治疗效果和患者的生活质量。迄今为止,人们已经了解了大量的种植系统,并对其进行了相当深入的研究,但到目前为止,仍有许多问题尚未解决,其中最重要的问题是种植修复体固定方法的选择。以种植牙为基础的矫形治疗的主要任务是保持骨组织的稳定,从而保证种植体和整个结构的长期功能。此类修复体的固定方式主要有两种:螺钉固定和骨水泥固定,但在适应症的选择上仍缺乏针对性。本研究以数学模型数据为基础,分析了以不同角度安装的种植体区域骨组织的应力应变状态。研究建立了由两个完全平行且角度在 2о 至 10о 之间的种植体支撑的螺钉固定桥的数学模型(研究了种植体平台与基台的锥形和平面连接类型)。此外,还对结构本身内部产生的最大等效米塞斯应力进行了分析。确定了垂直载荷下的应力定位区。确定了种植体偏离的临界角度,从而确定了使用螺钉固定桥梁的适应症。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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