Yoon Yong-San, Oxland Thomas R, Hodgson Antony J, Duncan Clive P, Masri Bassam A, Choi Donok
Mechanical Engineering, KAIST, Science Town, Daejeon 305-701, Republic of Korea.
Clin Biomech (Bristol). 2008 Nov;23(9):1141-7. doi: 10.1016/j.clinbiomech.2008.05.003. Epub 2008 Jun 26.
The degree of bonding between the femoral stem and cement in total hip replacement remains controversial. Our objective was to determine the wedge effect by debonding and stem taper angle on the structural behavior of axisymmetric stem-cement-bone cylinder models.
Stainless steel tapered plugs with a rough (i.e. bonded) or smooth (i.e. debonded) surface finish were used to emulate the femoral stem. Three different stem taper angles (5 degrees , 7.5 degrees , 10 degrees ) were used for the debonded constructs. Non-tapered and tapered (7.5 degrees ) aluminum cylindrical shells were used to emulate the diaphyseal and metaphyseal segments of the femur. The cement-aluminum cylinder interface was designed to have a shear strength that simulated bone-cement interfaces ( approximately 8MPa). The test involved applying axial compression at a rate of 0.02mm/s until failure. Six specimens were tested for each combination of the variables. Finite element analysis was used to enhance the understanding of the wedge effect.
The debonded stems sustained about twice as much load as the bonded stem, regardless of taper angle. The metaphyseal model carried 35-50% greater loads than the diaphyseal models and the stem taper produced significant differences. Based on the finite element analysis, failure was most probably by shear at the cement-bone interface.
Our results in this simplified model suggest that smooth (i.e. debonded) stems have greater failure loads and will incur less slippage or shear failure at the cement-bone interface than rough (i.e. bonded) stems.
全髋关节置换术中股骨柄与骨水泥之间的结合程度仍存在争议。我们的目的是通过脱粘和柄部锥角来确定轴对称柄-骨水泥-骨圆柱体模型结构行为的楔效应。
使用表面粗糙(即粘结)或光滑(即脱粘)的不锈钢锥形塞来模拟股骨柄。对于脱粘结构,使用三种不同的柄部锥角(5度、7.5度、10度)。使用非锥形和锥形(7.5度)铝制圆柱壳来模拟股骨的骨干和干骺端部分。骨水泥-铝圆柱体界面的设计剪切强度模拟骨-骨水泥界面(约8MPa)。测试包括以0.02mm/s的速率施加轴向压缩直至破坏。对每个变量组合测试六个标本。使用有限元分析来增强对楔效应的理解。
无论锥角如何,脱粘柄承受的载荷约为粘结柄的两倍。干骺端模型承受的载荷比骨干模型大35%-50%,并且柄部锥角产生了显著差异。基于有限元分析,破坏很可能是在骨水泥-骨界面处的剪切。
我们在这个简化模型中的结果表明,光滑(即脱粘)的柄具有更大的破坏载荷,并且在骨水泥-骨界面处比粗糙(即粘结)的柄产生更少的滑动或剪切破坏。