行走负荷下骨水泥全髋关节置换术的应力应变分布

A. H. Abdullah, M. Nor, A. Saman
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引用次数: 4

摘要

无菌性松动是骨水泥全髋关节置换术失败的主要原因。它是由应力屏蔽和水泥套断裂引起的骨重塑引起的。在本研究中,采用三维有限元方法分析了步行载荷情况下骨水泥THA股骨的应力屏蔽和骨增厚现象。完整股骨模型由皮质骨和松质骨组成。假体和骨水泥采用生物相容性Ti-6Al-4V合金和聚甲基丙烯酸甲酯(PMMA)建模。THA股骨在中间区域的最大主应力低于完整股骨的预测值,导致应力屏蔽问题。而底部较高的应力会增加骨增厚,导致假体松动。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Stress and Strain Distribution in Cemented Total Hip Arthroplasty for Walking Load Case
Aseptic loosening is the critical reason for the failure of the cemented total hip arthroplasty. It occurs due to bone remodeling triggered by stress shielding and cement mantle fracture. In this study, stress shielding and bone thickening phenomenon of the cemented THA femur was analysed using three dimensional finite element method for walking load case. The intact femur is modeled to consist of cortical bone and cancellous bone. The prosthesis stem and bone cement are modeled to be biocompatibility Ti-6Al-4V alloy and polymethyl-methacrylate (PMMA). The maximum principal stress of THA femur is lower than that predicted in intact femur at the middle region which leads to stress shielding problems. While higher stress at the bottom region enhance bone thickening and contribute to prosthesis loosening.
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