首页> 外文期刊>The Journal of arthroplasty >A stem design change to reduce peak cement strains at the tip of cemented total hip arthroplasty.
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A stem design change to reduce peak cement strains at the tip of cemented total hip arthroplasty.

机译:进行茎杆设计更改,以减少在全髋关节置换术尖端的峰值水泥应变。

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A series of 3-dimensional finite element models was created to assess different designs of the tip of the stems of cemented femoral components of total hip arthroplasty that would decrease the peak axial tensile cement strains developed near the tip. Features of stem design that would facilitate positioning the femoral component in a neutral position centered in uniform cement mantle of adequate thickness also were evaluated. These studies showed that a stem that had a narrow tip profile that would accept an externally applied polymethyl methacrylate centralizer shaped similar to a napkin ring and had a gradual transition zone to join the body of the implant achieved these objectives. Such a combination resulted in the reduction of the peak axial strains to less than half the magnitude of the peak strains around a conventional tip (830 vs 1,868 microstrain). The reduction in peak axial strains was to one third the magnitude of the strains developed adjacent to a stem with a hole drilled into the tip to accept the commonly used fin-type polymethyl methacrylate centralizer (830 vs 2,466 microstrain). These goals were achieved because a stem that is designed to accept a napkin ring-style centralizer i) has a lower bending stiffness at the tip of the implant, ii) allows room for a thicker cement mantle, and iii) avoids creating a stress riser adjacent to the edge of the drill hole. The peak cement strains adjacent to a stem of this design are well below the endurance limit of cement as long as the transition zone where the narrow tip meets the body of the implant is gradual.
机译:创建了一系列3维有限元模型,以评估全髋关节置换术的股骨骨水泥成分股骨干尖端的不同设计,这些设计将减少在股骨尖端附近出现的峰值轴向拉伸水泥应变。还评估了有助于将股骨组件定位在以足够厚度的均匀水泥套为中心的中性位置的茎杆设计特征。这些研究表明,具有窄尖端轮廓的杆可以接受外部目的,该杆可以接受形状类似于餐巾环的外部施加的聚甲基丙烯酸甲酯扶正剂,并具有逐渐过渡的区域以连接植入物的主体。这种组合导致峰值轴向应变降低到小于传统尖端周围峰值应变幅度的一半(830对1,868微应变)。峰值轴向应变的减小幅度是邻近茎杆而产生的应变幅度的三分之一,在茎杆上钻了一个孔以接受常用的鳍片型聚甲基丙烯酸甲酯扶正剂(830对2,466微应变)。这些目的之所以得以实现,是因为设计成可容纳餐巾环式扶正器的茎杆i)在植入物的尖端具有较低的弯曲刚度,ii)允许留出较厚的水泥罩,并且iii)避免产生应力升高邻近钻孔边缘。只要该窄尖端与植入物主体相交的过渡区域是渐进的,与该设计的茎杆相邻的峰值水泥应变就远远低于水泥的耐久性极限。

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