A parametric analysis of fixation post shape in tibial knee prostheses

被引:33
作者
Au, AG
Liggins, AB
Raso, VJ
Amirfazli, A
机构
[1] Univ Alberta, Dept Mech Engn, Edmonton, AB T6G 2G8, Canada
[2] Capital Hlth Author, Edmonton, AB T5G 0B7, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
tibia; total knee replacement; finite element analysis; prosthesis; stress shielding;
D O I
10.1016/j.medengphy.2004.09.010
中图分类号
R318 [生物医学工程];
学科分类号
0831 [生物医学工程];
摘要
A primary concern of total knee replacement (TKR) is aseptic loosening of the tibial component. which may, be caused by shielding of mechanical stresses in the bone and may require subsequent revision surgery. A three-dimensional (3D) finite element (FE) model has been developed to study bone and interface stresses for four different tibial prosthesis designs. The model described here incorporates orthotropic and heterogeneous bone properties with physiologically representative loading conditions. Results from this model indicate that stress distribution is affected by the incorporation of anisotropy and spatial variation of bone properties. All bone properties were mapped from published data to characterize their anisotropy and heterogeneity. Physiological loading was incorporated by mapping experimentally determined contact patterns. Convergence testing was performed to ensure model accuracy. In terms of interface forces, a tapered post decreased post shear while slightly increasing post compression compared to a cylindrical post: a post of elliptical cross-section increased post shear and decreased post compression. In terms of cancellous bone stress. tapered and elliptical posts both relieved compression compared to a cylindrical post. while a tapered post also produced increased peripheral stress. The inclusion of medial and lateral peas in addition to a central fixation post caused localized stress shielding in the periphery of the pegs. In general, all implant models caused a reduction of cancellous bone stress plus high compression beneath the central fixation posts. (C) 2004 IPEM. Published by Elsevier Ltd. All rights reserved.
引用
收藏
页码:123 / 134
页数:12
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