Frigstad J R, Park J B
Department of Biomedical Engineering, College of Engineering, University of Iowa, Iowa City 52242, USA.
Biomed Mater Eng. 1996;6(6):429-39.
The changes in the mechanical response of a bone cement reinforcement, comprised of a continuous stainless steel coil imbedded within the PMMA bone cement matrix surrounding the distal tip of the total hip arthroplasty, was investigated. To achieve this, a 3D finite element model depicting two and one half rotations of the coil imbedded within the cement at the distal tip was constructed. Ideally, the wire coil should reduce the radial, and to a greater extent, the hoop stresses developing within the cement and at the cement-stem interface. As a means of comparison, a control model of only bone cement was also built. For the radial stresses, the control had about 4.5 times the compressive stress of the reinforced models (0.039 (+/-0.00065) MPa vs. 0.0087 (+/-0.0012) MPa) at the cement-stem interface. The tensile hoop stresses were also 4.5 times higher (4.272 (+/-0.0147) MPa and 0.95 (+/-0.0052) MPa) for the control than for the reinforced models. This indicates that the wire coil reinforcement is effective in reducing the cement mantle's radial and, more importantly, the hoop stresses which may lead to the failure of both the cement and the implant as a whole.
对一种骨水泥增强体的力学响应变化进行了研究,该增强体由嵌入全髋关节置换术远端周围聚甲基丙烯酸甲酯(PMMA)骨水泥基质中的连续不锈钢线圈组成。为实现这一目的,构建了一个三维有限元模型,该模型描绘了嵌入远端水泥中的线圈的两个半旋转。理想情况下,金属丝线圈应降低水泥内部以及水泥与柄界面处产生的径向应力,并且在更大程度上降低环向应力。作为一种比较方式,还构建了仅含骨水泥的对照模型。对于径向应力,在水泥与柄的界面处,对照模型的压应力约为增强模型的4.5倍(0.039(±0.00065)MPa对0.0087(±0.0012)MPa)。对照模型的拉伸环向应力也比增强模型高4.5倍(4.272(±0.0147)MPa和0.95(±0.0052)MPa)。这表明金属丝线圈增强体在降低骨水泥套的径向应力方面是有效的,更重要的是,在降低可能导致骨水泥和整个植入物失效的环向应力方面也是有效的。