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骨水泥型髋关节假体损伤累积的实验研究

An experimental study of damage accumulation in cemented hip prostheses.

作者信息

McCormack B A O, Prendergast P J, Gallagher D G

机构信息

Bioengineering Research Centre, Department of Mechanical Engineering, University College Dublin, Dublin 2, Ireland.

出版信息

Clin Biomech (Bristol). 1996 Jun;11(4):214-219. doi: 10.1016/0268-0033(95)00076-3.

Abstract

OBJECTIVE

To develop a methodology to characterize the pattern of crack initiation and damage accumulation in intramedullary fixated cemented prostheses. DESIGN: An experimental physical model of intramedullary fixation was developed which both represents the implant structure and permits monitoring of fatigue crack growth. BACKGROUND: Many joint replacement prostheses are fixed into the medullary cavity of bones using a poly(methylmethacrylate) 'bone cement', which forms a mantle around the prosthesis and locks it to the bone. The endurance of the replacement is, to a great extent, determined by the mechanical durability of the cement and the implant interfaces under cyclic stresses generated by dynamic loading. The cement mantle is subjected to complex multiaxial stresses which vary in particular distribution depending on the prosthesis design. METHODS: Damage accumulation is reported in terms of the number of cracks, the location of cracks, and the rate of crack growth. RESULTS: The results clearly show the nature of damage accumulation in the cement mantle, and that many of the cracks which propagate within the cement mantle are related to cement porosity. CONCLUSION: This study gives experimental evidence to support the hypothesis of a damage accumulation failure scenario in cemented hip reconstructions. RELEVANCE: Cementing is the most popular technique for the fixation of joint replacement prosthesis. However, the sequence of events leading to the failure of cemented fixation is not fully understood. In this paper it is shown that damage accumulation can be directly monitored in an experimental model of cemented intramedullary fixation.

摘要

目的

开发一种方法来表征髓内固定骨水泥假体的裂纹萌生模式和损伤累积情况。

设计

建立了一种髓内固定的实验物理模型,该模型既能代表植入物结构,又能监测疲劳裂纹扩展。

背景

许多关节置换假体使用聚甲基丙烯酸甲酯“骨水泥”固定在骨髓腔内,骨水泥在假体周围形成一层套膜并将其锁定在骨上。置换假体的耐久性在很大程度上取决于骨水泥和植入物界面在动态载荷产生的循环应力下的机械耐久性。骨水泥套膜承受复杂的多轴应力,其特定分布因假体设计而异。

方法

根据裂纹数量、裂纹位置和裂纹扩展速率报告损伤累积情况。

结果

结果清楚地显示了骨水泥套膜中损伤累积的性质,并且骨水泥套膜内扩展的许多裂纹与骨水泥孔隙率有关。

结论

本研究提供了实验证据来支持骨水泥型髋关节重建中损伤累积失效假设。

相关性

骨水泥固定是关节置换假体固定最常用的技术。然而,导致骨水泥固定失败的一系列事件尚未完全了解。本文表明,在骨水泥髓内固定的实验模型中可以直接监测损伤累积情况。

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