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骨水泥型髋臼置换中的疲劳问题。

Fatigue in cemented acetabular replacements.

作者信息

Tong J, Zant N P, Wang J-Y, Heaton-Adegbile P, Hussell J G

机构信息

Department of Mechanical and Design Engineering, University of Portsmouth, Anglesea Road, Anglesea Building, Portsmouth PO1 3DJ, UK.

出版信息

Int J Fatigue. 2008 Aug;30(8):1366-1375. doi: 10.1016/j.ijfatigue.2007.10.013.

Abstract

The long-term stability of cemented total hip replacements critically depends on the lasting integrity of the bond between the cement and the bone, often referred to as fixation. In vitro assessment of fatigue behaviour of cemented acetabular, as opposed to femoral, replacements is of particular interest due to the more aggressive nature of late "loosening" found in acetabular replacements, reported to be three times that in femoral cases. Quantitative assessment of fatigue behaviour of cement fixation on acetabular side has been difficult due to the complexity of the pelvic bone geometry and the associated loading conditions.The purpose of this work was to develop a framework for in vitro assessment of fatigue integrity of cement fixation in acetabular replacements. To this end, a newly developed hip simulator was utilised, where the direction and the magnitude of the hip contact force (Bergmann et al., 2001) under typical physiological loading conditions including normal walking and stair climbing were simulated for the first time. Preliminary hip simulator experimental results seem to be consistent with those from constant amplitude fatigue tests, in that debonding at the bone-cement interface is identified as the main failure mechanism, although the numbers of cycles to failure are significantly reduced in samples tested in the hip simulator. Finite element analysis of implanted bone samples was carried out, where the effects of loading mode on the stress distribution in the cement mantle and at the bone-cement interface were evaluated. The effects of model geometry on the stress state and failure modes were also examined and discussed based on the results of the present and previously published work.

摘要

骨水泥型全髋关节置换术的长期稳定性关键取决于骨水泥与骨骼之间连接的持久完整性,这种连接通常称为固定。与股骨置换相比,对骨水泥型髋臼置换的疲劳行为进行体外评估尤为重要,因为髋臼置换中出现的晚期“松动”情况更为严重,据报道其发生率是股骨病例的三倍。由于骨盆骨几何形状的复杂性以及相关的加载条件,对髋臼侧骨水泥固定的疲劳行为进行定量评估一直很困难。这项工作的目的是建立一个用于体外评估髋臼置换中骨水泥固定疲劳完整性的框架。为此,使用了一种新开发的髋关节模拟器,首次模拟了包括正常行走和爬楼梯在内的典型生理负荷条件下髋关节接触力的方向和大小(Bergmann等人,2001年)。髋关节模拟器的初步实验结果似乎与恒幅疲劳试验的结果一致,即骨水泥界面的脱粘被确定为主要失效机制,尽管在髋关节模拟器中测试的样本的失效循环次数显著减少。对植入骨样本进行了有限元分析,评估了加载模式对骨水泥套和骨水泥界面应力分布的影响。还根据当前和先前发表的工作结果,研究和讨论了模型几何形状对应力状态和失效模式的影响。

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引用本文的文献

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Fatigue failure in the cement mantle of a simplified acetabular replacement model.
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