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髋关节置换术中骨水泥-柄界面的粘结强度分析

Bond strength analysis of the bone cement- stem interface of hip arthroplasties.

作者信息

Zhang Lan-Feng, Ge Shi-Rong, Liu Hong-Tao, Guo Kai-Jin, Han Shu-Yang, Qi Juan-Yan

机构信息

Institute of Tribology and Reliability Engineering, School of Mechanical and Electrical Engineering, China University of Mining and Technology, Xuzhou 221116, China.

Institute of Tribology and Reliability Engineering, School of Mechanical and Electrical Engineering, China University of Mining and Technology, Xuzhou 221116, China.

出版信息

Asian Pac J Trop Med. 2014 Feb;7(2):153-9. doi: 10.1016/S1995-7645(14)60013-4.

Abstract

OBJECTIVE

To study and establish the preliminary linear and modified models for the interface shear mechanics performance between implant and bone cement and to explore its damage significance.

METHOD

The loosening research between artificial hip joint prosthesis stem and bone cement interface performance can be evaluated by the push-in test. Based on the debonding performance test, the analytical expressions of the average load and displacement from the debonding failure and splitting failure process were deduced and determined. The correlations of the expressions of the average load-displacement and statistical experimental data were analyzed.

RESULTS

It demonstrated that the interface debonding failure mechanical model could be characterized as interface bond strength mechanical performance. Based on analysis of models and experimental data by the three statistical analysis methods, the results indicated the modified model could be better represented by the interfacial debonding strength properties. The bond stress τ and relative sliding s distribution along the embedment regional were coupling affected by both pressure arch effect and shear lag effect in bone cement. Two stress peaks of implant have been found at the distance from 0.175La loading tip to 0.325La free tip, which also verified the early loosening clinical reports for the proximal and latter region. As the bone cement arch effect, the bond stress peak tend to move to the free tip when the debonding failure would be changed into the splitting failure, which presents a preliminary study on the mechanism of early debonding failure for the stem-cement interface.

CONCLUSIONS

Functional models of the stem-bone cement interfacial debonding failure are developed to analyze the relevant mechanism. The different locational titanium alloy stress, and the interfacial bond stress and the relative slides are evaluated to acquire a guide of the different positions of interfacial damage. The coupling effect which is original from the pressure arch and the interfacial shear hysteresis cumulative effect has influence on the interfacial debonding and damage process.

摘要

目的

研究并建立种植体与骨水泥界面剪切力学性能的初步线性模型和修正模型,探讨其损伤意义。

方法

人工髋关节假体柄与骨水泥界面性能的松动研究可通过压入试验进行评估。基于脱粘性能试验,推导并确定了脱粘破坏和劈裂破坏过程中平均载荷与位移的解析表达式。分析了平均载荷-位移表达式与统计实验数据的相关性。

结果

结果表明,界面脱粘破坏力学模型可表征为界面粘结强度力学性能。通过三种统计分析方法对模型和实验数据进行分析,结果表明修正模型能更好地体现界面脱粘强度特性。骨水泥中压力拱效应和剪切滞后效应共同耦合影响粘结应力τ和相对滑移s沿埋入区域的分布。在距加载端0.175La至自由端0.325La的距离处发现种植体有两个应力峰值,这也验证了近端和后端区域早期松动的临床报道。作为骨水泥拱效应,当脱粘破坏转变为劈裂破坏时,粘结应力峰值倾向于向自由端移动,这对柄-水泥界面早期脱粘破坏机制进行了初步研究。

结论

建立了柄-骨水泥界面脱粘破坏的功能模型,以分析相关机制。评估了不同位置的钛合金应力、界面粘结应力和相对滑移,以获得界面损伤不同位置的指导。压力拱和界面剪切滞后累积效应产生的耦合效应影响界面脱粘和损伤过程。

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