Mann K A, Bartel D L, Wright T M, Burstein A H
Cornell-Hospital for Special Surgery Program in Biomechanical Engineering, Cornell University, Ithaca, New York, USA.
J Biomech. 1995 Sep;28(9):1067-78. doi: 10.1016/0021-9290(94)00158-z.
Loosening of cemented femoral hip stems could be initiated by failure of the cement mantle due to high cement stresses. The goals of this study were to determine if realistic stem-cement interface characteristics could result in high cement stresses when compared to a bonded stem-cement interface and to determine if stem design parameters could be chosen to reduce peak cement stresses. Three-dimensional finite-element models of cemented femoral hip components were studied with bonded or realistic Coulomb friction stem-cement interfaces. The results showed that the use of a non-bonded, non-linear Coulomb friction interface resulted in substantially different stress fields in the cement when compared to a bonded stem-cement interface. Tensile stresses in the proximal cement mantel for the Coulomb friction interface case (10.8 MPa) were greater than the fatigue strength of the cement. In contrast, the tensile stresses in the cement mantle were not greater than the fatigue strength for the bonded case (7.5 MPa). Failure of the cement mantle in the proximal femur could therefore be initiated by a lack of a bond at the stem-cement interface. The effect of different cross-sectional stem geometries (medial radii of 3.0, 4.9 and 5.5 mm and antero-posterior widths of 9.8 and 13.7 mm) and different elastic moduli (cobalt chromium alloy and titanium alloy) for the stem material were also evaluated for models with a Coulomb friction interface. Changes in the stem cross-section and elastic modulus had only limited effects on the stress distributions in the cement. Of the parameters evaluated in this study, the characteristics of the stem-cement interface had the largest effect on cement mantle stresses.
骨水泥型股骨柄松动可能由骨水泥壳因高骨水泥应力而失效引发。本研究的目的是确定与粘结型柄-骨水泥界面相比,实际的柄-骨水泥界面特性是否会导致高骨水泥应力,以及确定是否可以选择柄的设计参数来降低骨水泥峰值应力。采用粘结型或实际的库仑摩擦柄-骨水泥界面,对骨水泥型股骨髋关节组件的三维有限元模型进行了研究。结果表明,与粘结型柄-骨水泥界面相比,使用非粘结、非线性库仑摩擦界面会导致骨水泥中的应力场有显著差异。库仑摩擦界面情况下近端骨水泥壳中的拉应力(10.8MPa)大于骨水泥的疲劳强度。相比之下,粘结情况下骨水泥壳中的拉应力不大于疲劳强度(7.5MPa)。因此,股骨近端骨水泥壳的失效可能是由柄-骨水泥界面缺乏粘结引起的。对于具有库仑摩擦界面的模型,还评估了不同横截面柄几何形状(内侧半径为3.0、4.9和5.5mm,前后宽度为9.8和13.7mm)以及柄材料的不同弹性模量(钴铬合金和钛合金)的影响。柄横截面和弹性模量的变化对骨水泥中的应力分布影响有限。在本研究评估的参数中,柄-骨水泥界面特性对骨水泥壳应力的影响最大。